sor randb2011

8/13/2019 Sor Randb2011

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CONTENTS

SH. NO NAME OF SUBHEAD PAGE NO.

PART “A”

BASIC RATES

0.1 Labour i-i

0.2 Hire charge of plant & machinery ii-iv

0.3 Material v-xxiv

COMMON WORKS

1. Carriage of materials 1-2

2. Site clearance 3-5

3. Earth work, erosion control and drainage 6-10

ROAD WORKS

4. Road work (Sub-base/Bases) 11-12

5. Road works (Bituminous bases) 13-19

6. Cement concrete pavements 20-21

7. Traffic signs, markings & other road appurtenances 22-26

8. Pipe culverts 27-28

9. Maintenance of road 29-30

BRIDGE WORKS

10. Foundations 31-43

11. Sub-structure & Superstructure 44-52

12. River training & protection works 53-53

13. Repair & rehabilitation 54-55

14. Horticulture 56-59

15. Sewer works 60-82

16. Water supply 83-103

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SUBHEAD -1.0 CARRIAGE OF MATERIALS (BY MECHANICAL MEANS) 1

1. 0 CARRIAGE OF MATERIALS (By Mechanical Means)

Code Materials Unit Rate for lead Rate beyond initial l

1 Km 2 Km 3 Km 4 Km 5 Km Beyond5 Km

upto 10Km.perKm.

Beyond10 Km.upto 20

Km.perKm.

Be2

1 2 3 4 5 6 7 8 9 10

1.1 Carriage of Materials bymechanical transport includingloading, unloading andstacking ::

1.1.1 Earth Cum 69.37 79.14 88.81 98.13 107.20 8.16 6.80

1.1.2 Sand, bazri, ballast, kankar Cum 55.50 63.31 71.05 78.50 85.76 6.53 5.44

1.1.3 Stone, boulders, gravellymaterial

Cum65.29 74.49 83.59 92.36 100.90 7.68 6.40

1.1.4 Bricks 1000Nos

148.00 168.84 189.47 209.35 228.70 17.41 14.51 1

1.1.3 Brick Tiles 1000Nos 88.80 101.30 113.68 125.61 137.22 10.44 8.71

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RUIDP

SUBHEAD -1.0 CARRIAGE OF MATERIALS (BY MECHANICAL MEANS) 2 SOR September 2011

1.0 CARRIAGE OF MATERIALS (By Manual Means)

Code No. MaterialsUnit

Primary Lead Beyond init ial lead

Cost ofcarriageincludingloading,

unloading &stacking forfirst 50 m.

Every additionallead of 50 m or

part thereofbeyond Ist 50 m

upto 9 suchadditional leads

Remarks

1 2 3 4 6

1.2.1 Carriage of materials bymanual labour includingloading, unloading andstacking for lead less than0.5 Km :

The rate isapplicable tonet quantitiesafter deductionof prescribedpercentage for

voidsmentioned inthespecificationsunder sub-head"Carriage ofMaterials"

1.2.1.1 Earth Cum 45.74 9.96

1.2.1.2 Sand, bazri, ballast,kankar

Cum36.59 7.97

1.2.1.3 Stone, boulders, gravellymaterial

Cum53.81 11.72

1.2.1.4 Bricks 1000Nos 85.38 18.59

CodeNo

Description Unit RateRs.

1.3 Loading and unloading of stone boulder / stone aggregates/ sand / canker / moorum by mechanical means.

cum 58.00

1.4 Loading and Unloading of Boulders by Manual Means cum 21.00

1.5 Loading and Unloading of Cement or Steel by ManualMeans and stacking.

tonne 28.00

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RUIDP

SUBHEAD -2.0 SITE CLEARANCE SOR September 20113

2.0 SITE CLEARANCE

Code

No

Description Unit Rate

Rs.

2.1 Cutting of trees, including cutting of trunks, branches and removal ofstumps, roots, stacking of serviceable material with all lifts and up to

a lead of 1000 mtrs and earth filling in the depression/pit to required

compaction as per MoRT&H specification clause 201. (Measurment

of girth to be done at height of 1 m above ground level)

2.1.1 Girth from 300 mm to 600 mm each 708.00

2.1.2 Girth from 600 mm to 900 mm each 888.00

2.1.3 Girth from 900 mm to 1800 mm each 1,416.00

2.1.4 Girth from 1800 mm to 2700 mm each 2,529.00

2.1.5 Girth above 2700 mm each 4,755.00

2.2 Clearing Grass and Removal of Rubbish (Maximum 150mm) by

manual means and disposal at a lead of 50 metres as per MoRT&H

specification clause 201. hectare 11,495.00

2.3 Clearing and grubbing road land including uprooting rank vegetation,

grass, bushes, shrubs, saplings and trees girth up to 300 mm,

removal of stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable material to a lead of 50 metres

from road boundary including removal and disposal of top organic

soil not exceeding 150 mm in thickness as directed by Engineer.

2.3.1 In area of light jungle hectare 34,485.00

2.3.2 In area of thorny jungle hectare 40,414.00

2.4 Dismantling of existing structures like culverts, bridges, retaining

walls and other structure comprising of masonry, cement concrete,

wood work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable material with all

lifts and lead of 50 metres as directed by Engineer.

2.4.1 Lime Concrete, cement concrete grade M-10

(1:5:10) and below cum 236.00

2.4.2 Cement Concrete Grade M-15 & M-20 and PCC

blocks cum 564.00

2.4.3 Prestressed /Reinforced cement concrete with

separating, cleaning, straightening and cutting of

bars cum 1,503.00

2.4.4 Dismantling Brick / Tile work

2.4.4.1 In lime mortar cum 144.00

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Code

No


Rs.

2.4.4.2 In cement mortar cum 190.00

2.4.4.3 In mud mortar cum 126.00

2.4.4.4 Dry brick pitching or brick soling cum 117.00

2.4.5 Dismantling Stone Masonry

2.4.5.1 Rubble stone masonry in lime mortar cum 163.00

2.4.5.2 Rubble stone masonry in cement mortar. cum 190.00

2.4.5.3 Rubble Stone Masonry in mud mortar. cum 144.00

2.4.5.4 Dry rubble masonry cum 135.00

2.4.5.5 Stone pitching/ dry stone spells. cum 126.00

2.4.5.6 Boulders laid in wire crates including opening of

crates and stacking dismantled materials. cum 433.00

2.4.6 Wood work wrought framed and fixed in frames of

trusses upto a height of 5 m above plinth level cum 362.00

2.4.7 Steel work in all type sections up to a height of 5

metre above plinth level (Riveted work where rivet

are required to be cut shall be measured and paid

separately)

2.4.7.1 Including dismembering tonne 916.00

2.4.7.2 Excluding dismembering tonne 692.00

2.4.7.3 Extra for cutting rivets in built up steel sections. each rivet 6.60

2.5 Scraping of bricks dismantled from brick masonry including stacking.

2.5.1 In lime/Cement mortar 1000

numbers 805.00

2.5.2 In mud mortar 1000

numbers 287.00

2.6 Scraping of Stone from dismantled stone masonry

2.6.1 In cement and lime mortar cum 323.00

2.6.2 In Mud mortar cum 68.00

2.7 Scarping plaster in lime or cement mortar from brick/ stone masonry

sqm sqm 9.95

2.8 Removing all type of hume pipes and stacking within a lead of 1000

metres including earthwork and dismantling of masonry works.

2.8.1 Up to 600 mm dia metre 119.00

2.8.2 Above 600 mm to 900 mm dia metre 162.00

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Code

No


Rs.

2.8.3 Above 900 mm metre 276.00

2.9 Dismantling of flexible pavements and disposal of dismantled

materials up to a lead of 50 metres, stacking serviceable and

unserviceable materials separately as directed by Engineer.

2.9.1 Bituminous courses cum 690.00

2.9.2 Granular courses cum 460.00

2.10 Dismantling of cement concrete pavement by mechanical means

using pneumatic tools, breaking to pieces not exceeding 0.02 cum in

volume and stock piling at designated locations and disposal of

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately as per MoRT&H

specification clause 202. cum 880.00

2.11 Dismantling guard rails by manual means and disposal of

dismantled material with all lifts and up to a lead of 1000 metres,

stacking serviceable materials and unserviceable materials

separately as per MoRT&H specification clause 202. metre 47.00

2.12 Dismantling kerb stone by manual means and disposal of

dismantled material with all lifts and up to a lead of 1000 metre as

per MoRT&H specification clause 202. metre 8.40

2.13 Dismantling kerb stone channel by manual means and disposal of

dismantled material with all lifts and up to a lead of 1000 metre as

per MoRT&H specification clause 202. metre 12.60

2.14 Dismantling of kilometre stone including cutting of earth, foundation

and disposal of dismantled material with all lifts and lead upto 1000m and back filling of pit as per MoRT&H specification clause 202.

2.14.1 5th KM stone each 239.00

2.14.2 Ordinary KM Stone each 139.00

2.14.3 200m Stone each 28.00

2.15 Dismantling of barbed wire fencing/ wire mesh fencing including

posts, foundation concrete, back filling of pit by manual means

including disposal of dismantled material with all lifts and up to a

lead of 1000 metres, stacking serviceable material and

unserviceable material separately as per MoRT&H specification

clause 202. metre 31.00

2.16 Removal of telephone / Electric poles including excavation and

dismantling of foundation concrete and lines under the supervision

of concerned department, disposal with all lifts and up to a lead of

1000 metres and stacking the serviceable and unserviceable

material separately as per MoRT&H specification clause 202. each 466.00

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RUIDP

SUBHEAD -3.0 EARTH WORK, EROSION CONTROL & DRAINAGE SOR September 20116

3.0 EARTH WORK, EROSION CONTROL AND DRAINAGE

Code

No


Rs.

3.1 Dressing of earth work in surface excavation including cutting and fillingupto 30cm depth including disposal of excavated earth upto 50m and lift

upto 1.5 m. sqm 29.00

3.2 Earth work in excavation for roadway, including trimming bottom and side

slopes in accordance with requirement of line, grades and cross sections,

including disposal of surplus material with all lift and lead upto 50 metre

as per MoRT&H specification clause 301.

3.2.1 In all type of soil cum 124.00

3.2.2 In ordinary rock cum 171.00

3.2.3 In Hard Rocks

3.2.3.1 Using blasting (including blasting material) cum 551.00

3.2.3.2 Blasting prohibited cum 1,255.00

3.3 Earth work in excavation in soil unsuitable for road construction such as

marshy soil including pumping out water, removal of the same and

disposal with all lift and lead upto 1 km as per MoRT&H specification

clause 301. cum 121.00

3.4 Construction of embankment with approved material obtained fromborrow pit with all lifts and leads, transporting to site, spreading, gradingto required slope and compacting by vibratory roller 8-10 tonne to meetrequirement of table 300-2 including cost of compensation for earth takenfrom private land complete as per MoRT&H specification clause 305.

(Lead taken upto 5 km) cum 183.00

3.5 Construction of embankment with approved materials deposited at site

available from roadway cutting and excavation from drain and foundation

of other structures, graded and compacting by vibratory roller 8-10 tonne

to meet requirement of table 300-2 as per MoRT&H specification clause

305. cum 79.00

3.6 Construction of subgrade and earthen shoulders with approved material

obtained from borrow area with all lifts & leads, transporting to site,

spreading, grading to required slope and compacted in layers not

exceeding 200mm thickness at OMC, with vibratory roller of 80-100 KN

static weight or more to attain a density 97% maximum dry density to

meet requirement of table No. 300-2 as per MoRT&H specification clause

305. (Lead taken upto 5 km) cum 208.00

3.7 Construction of Embankment with Fly ash/Pond ash available from coal

or lignite burning Thermal Plants as waste material conforming to table 1

of IRC: SP: 58 - 2001, spread and compacted in layer of 200mm

thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per

approved plans. cum 156.00

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Code

No


Rs.

3.8 Compacting original ground

3.8.1 Loosening upto a level of 500 mm below the subgrade level

watered, graded and compacted in layers by vibratory roller

8-10 tonne to meet requirement of table 300-2 for subgrade

construction as per MoRT&H specification clause 305.3.4. cum 43.00

3.8.2 Loosening and recompacting original ground below

embankment including Loosening leveling and recompacting

original ground supporting embankment to facilitate

placement of of first layer of embankment, scarified to a

depth of 150 mm, mixed with water at OMC and then

compacted by rolling by vibratory roller 8-10 tonne so as to

achieve minimum dry density as given in table 300-2 for

embankment construction as per MoRT&H specification

clause 305.3.4. cum 26.00

3.9 Earth work in excavation in foundation, trenches manholes, road side

chambers etc. including dressing of sides and ramming of bottoms,

including getting out the excavated material, refilling after laying pipe/

foundation and disposal of surplus excavated material at a lead upto 50m

suitable site as per direction of Engineer for following depths, below

natural ground / Road top level.

3.9.1 In all types soils such as moorum, sand, sandy silt, clay,

black cotton soil, kankar, etc.

3.9.1.1 Depth upto 1.5 m cum 113.00

3.9.1.2 Add extra for over all depth of excavation above 1.5 m and

upto 3.0 m over item no 3.9.1.1 cum 17.00









3.9.2 In ordinary rock.

3.9.2.1 Depth upto 1.5 m cum 462.00





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Code

No


Rs.







3.9.3 In hard rock (required blasting) including Blasting materials.

3.9.3.1 Depth upto 1.5 m cum 782.00










upto 9.0 m over item no 3.9.3.1 cum 1,164.00

3.9.4 In hard rock (Blasting prohibited)

3.9.4.1 Depth upto 1.5 m cum 1,466.00











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RUIDP


Code

No


Rs.

3.9.5 Add extra over item no 3.9.1.1, 3.9.2.1, 3.9.3.1and 3.9.4.1

in RUIDP SOR for excavation in saturated soil, silt and

sludge where pumping or bailing out of water is required

including shoring strutting where required and dewatering.Encountered

depth of

water table

upto

1.5

m

upto

3.0

m

upto

4.5

m

upto

6.0

m

upto

7.5 m

upto

9.0 m

Excavation depth from ground level

0.0 to 1.5 m 20%

1.5 m to 3.0

m

20% 20%

3.0 m to 4.5

m

20% 20% 40%

4.5 m to 6.0

m

20% 20% 40% 80%

6.0 m to 7.5

m

20% 20% 40% 80% 160%

7.5 m to 9.0

m

20% 20% 40% 80% 160% 320%

cum

3.10 Earth filling with available surplus soil excavated from foundations and

taken from only from outside of building plinth in layers not exceeding

20cm in depth, consolidating each deposited layer including ramming and

watering and consolidation with lead up to 50 m and lift upto 1.5 m. cum 65.00

3.11 Providing and fixing CLOSE timbering in foundation, manholes, wells,

trenches etc at all depth including strutting, shoring and packing cavities

(wherever required) complete. (Measurements to be taken of the face

area timbered). sqm 93.00

3.12 Extra for planking, strutting and packing material for cavities IN CLOSE

TIMBERING if required to be left permanently in position (face area of

timber permanently left to be measured) sqm 777.00

3.13 Providing and fixing OPEN timbering in foundation, manholes, wells,

trenches etc at all depth including strutting, shoring and packing cavities

(wherever required) complete. sqm 48.00

3.14 Extra for planking, strutting and packing material for cavities IN OPEN

TIMBERING if required to be left permanently in position (face area of

timber permanently left to be measured) sqm 345.00

3.15 Compensation for earth, taken from private land with all lead and lift

(Land to be arranged by private negotiations by the Contractor) [MOST

Specification : Clause 301 to 305] cum 15.00

3.17 Supplying Chlorpyriphos/ Lindane emulsifiable concentrate of 20% in

sealed containers including delivery as specified. litre 182.00

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Code

No


Rs.

3.18 Diluting and injecting Chlorpyriphos/ Lindane E.C. 20% with 1%

concentration for POST-CONSTRUCTIONAL anti-termite treatment

(excluding the cost of chemical emulsion) :

3.18.1 Along external wall where the apron is not provided usingchemical emulsion @ 7.5 litres / sum of the vertical surfaceof the substructure to a depth of 300 mm includingexcavation channel along the wall & rodding etc. complete: metre 7.00

3.18.2 Along the external wall below concrete or masonry apronusing chemical emulsion @ 2.25 litres per linear metreincluding drilling and plugging holes etc. sqm 7.00

3.18.3 Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with cementmortar 1 :2 (1 cement : 2 Coarse sand) to match theexisting floor : sqm 65.00

3.18.4 Treatment of existing masonry using chemical emulsion @one litre per hole at 300 mm interval including drilling holesat 45 degree and plugging them with cement mortar 1:2 (1cement : 2 coarse sand) to the full depth of the hole : metre 8.00

3.19 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) at points

of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in

oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia

holes at downward angle of 45 degree at 150 mm centre to centre and

sealing the same. metre 126.00

3.20 3.20.1 Providing barricading for Trenches using 80 - 100 mm diaWooden Ballies as vertical post, atleast 1.5m above groundlevel and atleast 30-45 cm below ground level at a spacingof 3 m. Two rows of 80 - 100 mm Wooden Ballies ashorizontal members securely tied by coconut strings withthe vertical members. Both vertical and horizontal membersshall be painted in red and white colour. Rate is inclusiveremoval and cleaning of site complete in all respect.

metre 34.00

3.20.2 Providing Barricading for Trenches using 80 - 100 mm diaWooden Ballies as vertical post, atleast 1.5m above groundlevel and atleast 30-45 cm below ground level at a spacingof 3 m. Two rows of PVC Tape (preferabley red in colour)strip barricading horizontal strip securely tied by the verticalmembers. Vertical members shall be painted in red andwhite colour. Rate is inclusive removal and cleaning of site

complete in all respect.metre 18.00

3.20.3 Providing and Fixing Minimum 0.63mm thick GI corrugatedsheets (minimum width of each sheet shall be 60 cm) forcovering the barricading in one/ two rows one aboveanother and painting in red and white stripes as per thespecifications and directions of the Engineer Incharge withproper fixing arrangements with GI limpet washers nuts andbolts complete in all respect.

Sqm 19.00

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RUIDP

SUBHEAD -4.0 ROAD WORKS (Sub-base/ Bases) SOR September 201111

4.0 ROAD WORKS (Sub-base/ Bases)

Code

No


Rs.

4.1 Providing, laying, spreading and compacting of granular sub-base

by providing close graded Material, mixing in a mechanical mix

plant at OMC, carriage of mixed Material to work site, spreading in

uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired

density, complete as per MoRT&H specification clause - 401

including all material, labour, machinery, lighting, guarding.

4.1.1 Grading - I Material cum 1,001.00

4.1.2 Grading - II Material cum 984.00

4.1.3 Grading - III Material cum 928.00

4.2 Providing, laying, spreading and compacting of granular sub-base

by providing close graded material, spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory roller

to achieve the desired density, complete as per MoRT&H

specification clause - 401 including all material, labour, machinery,

lighting, guarding.

4.2.1 Grading - I Material cum 799.00

4.2.2 Grading - II Material cum 782.00

4.2.3 Grading - III Material cum 726.00

4.3 Providing, laying and spreading of granular sub-base by providing

coarse graded Material (Table 400-2), spreading in uniform layers

with motor grader on prepared surface, mixing BY MIX IN PLACE

METHOD with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per MoRT&H

specification clause - 401 including all material, labour, machinery,

lighting, guarding.

4.3.1 Grading - I Material Cum 821.00

4.3.2 Grading - II Material Cum 832.00

4.3.3 Grading - III Material Cum 656.00

4.4 Providing laying, spreading and compacting inverted choke by

providing, laying, spreading and compacting screening B type/

coarse sand of specified grade in sub base course in uniform layer

on a prepared surface with motor grader and compacting with

power roller etc complete as per clause 404.3.2 of MoRT&H

specification including all material, labour, machinery, lighting,

guarding. cum 827.00

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RUIDP

SUBHEAD -4.0 ROAD WORKS (Sub-base/ Bases) SOR September 201112

Code

No


Rs.

4.5 Providing laying, spreading and compacting stone aggregates of

specific sizes as per Table 400-7 to Water Bound Macadam

specification including spreading in uniform thickness; hand

packing, rolling with power roller 8-10 tonnes, in stages to proper

grade and camber, applying and brooming requisite type of

screening (Table 400-8) binding materials to fill up the interstices of

coarse aggregates, watering (with water browser) and compacting

to required density, making necessary earthen bund to protect

edges as per clause 404 of MoRT&H specification including all

material, labour, machinery, lighting, guarding.

4.5.1 Hand broken - Grade-I (90-45mm) cum 789.00

4.5.2 Hand broken - Grade-II (63-45mm) cum 829.00

4.5.3 Crusher broken - Grade-II (63-45mm) cum 1,088.00

4.5.4 Crusher broken - Grade-III (53-22.4mm) cum 1,123.00

4.6 Providing, laying, spreading (with paver finisher only) and

compacting wet mix macadam (WMM) base course comprising of

graded stone aggregate and granular material conforming to

MORT&H specifications (Table 400-II) in layers of equal

compacted thickness each consolidated, including pre-mixing the

material with water at OMC in mechanical mixer (Pug Mill),

carriage of mixed material by tippers to site, laying in uniform

layers in base course on a well prepared sub-base/ base course

and compacting with power vibratory-roller to achieve the desired

density complete as per MoRT&H specification clause - 406

including all material, labour, machinery, lighting, guarding. cum 1,183.00

4.7 Scarifying existing granular road surface, including picking up

scarified material and stacking of old serviceable material within a

lead of 1000 meters complete as per clause 305.4.3 of MoRT&H

specification including all labour, machinery, lighting, guarding. sqm 16.00

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RUIDP

SUBHEAD – 5.0 ROAD WORKS (Bituminous Bases) SOR September 2011 13

5.0 ROAD WORKS (Bituminous Bases)

Code

No


Rs.

5.1 Providing and applying primer coat over prepared surface of

granular base with bitumen emulsion as per IS : 8887 and

approved quality @ 0.6 kg/sqm with the help of spray set fitted on

bitumen Container (boiler) after cleaning the surface including

removing of binding material and other foreign matter with wire

brushes and small picks, sweeping with brooms or soft brushes

and finally dusting with old gunny bags and compressed air to

receive bituminous treatment complete as per clause 502 of

MoRT&H specification including all material, labour, machinery,

lighting, guarding. sqm. 20.00

5.2 Extra for additional bitumen emulsion used in above item for every

1 kg per 10 sqm sqm. 3.10

5.3 Providing and applying tack coat on the prepared surface with

bitumen emulsion as per IS: 8887 and approved quality @ 0.2

kg/sqm with the help of spray set fitted on bitumen Container

(boiler) after cleaning the surface with brooms or soft brushes and

finally dusting with old gunny bags and compressed air to receive

bituminous treatment complete as per clause 502 of MoRT&H


guarding. sqm 7.25

5.4 Extra for additional bitumen emulsion used in above item for every

1 kg per 10 sqm sqm. 3.10

5.5 Providing and laying bituminous macadam in 50/75 mm compacted

thickness on prepared surface with specified graded crushed stone

aggregates as per Table 500-4, Grading-II for base/ binding

course, loading of aggregate with F.E. loader, heating and mixing

of stone aggregate and bitumen in computerised hot mix plant,

transported to site by tippers to paver, laid over a previously

prepared surface with paver finisher fitted with electronic sensing

device to the required grade, level and alignment and rolling with

power roller and vibratory compactor as per clauses 501.6 and

501.7 to achieve the desired compaction complete as per clause

504 of MoRT&H specification and including all material, labour,

machinery, lighting, guarding but excluding cost of primer/ tack

coat.

5.5.1 With bitumen 60/70 grade @ 3.3% (percentage by weight

of total mix) cum 4,484.00


of total mix) cum 4,573.00

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Code

No


Rs.

5.5.3 With CRMB 60 grade @ 3.3% (percentage by weight of

total mix) cum 4,705.00


total mix) cum 4,800.00


of total mix) tonne 2,043.00


of total mix) tonne 2,083.00


total mix) tonne 2,143.00


total mix) tonne 2,187.00

5.6 Providing and laying penetration macadam over prepared surface

by providing a layer of compacted crushed coarse aggregate as

per Table 500-6 using chips spreader with alternate applications of

bituminous binder and key aggregates and rolling with a smooth

wheeled steel roller 8-10 tonne capacity to achieve the desired

degree of compaction as per clause 505 of MoRT&H specification

including all material, labour, machinery, lighting, guarding.

5.6.1 50 mm compacted thickness with bitumen grade 60/70 @

5 kg/ sqm sqm 253.00

5.6.2 75 mm compacted thickness with bitumen grade 60/70 @

6.8 kg/ sqm sqm 347.00

5.7 Providing, laying and consolidation of crushed stone aggregate as

per Table 500-7 on prepared surface as per built-up-spray grout

specification, 75mm thick as base coarse in two layer composite

construction of crushed stone aggregates using motor grader, chip

spreader for key aggregate with application of bituminous binder

60/70 grade with spray set (including cost of anti-stripping

compound wherever required) @ 15 Kg/ 10 Sqm after each layer,

and laying key aggregates on top of the second layer and rolling

with power roller (8-10 tonne), as per clause 506 of MoRT&H

Specification including all labour, machinery, lighting, guarding and

maintenance of diversion but excluding cost of primer/ tack coat.

cum

2,656.00

5.8 Providing and laying 50-75 mm compacted thick design mix

(approved by Engineer) Dense Bituminous Macadam on prepared

surface with specified graded crushed aggregates as per Table

500-9, 500-10 with bitumen binder set (including cost of anti-

stripping compound wherever required) for base/ binder course

including loading of material with F.E. loader, heating and mixing of

stone aggregate, filler and bitumen in computerised hot mix plant,

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RUIDP


Code

No


Rs.

transporting the mixed material by tippers to paver and laying with

paver finisher fitted with electronic sensor control as per clause

504.3.5 to the required level and grade, compacting by powerrollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller

with TP = 0.7 Mpa to achieve the desired density (approximately

2.3 tonne/cum) complete as per clause 507 of MoRT&H

specification but excluding primer/tack coat, including all material,

labour, machinery, lighting, guarding.

5.8.1 Grade-II with bitumen of grade 60/70 @ 4.25 %, lime filler

@ 2% (percent by weight of total mix) cum 5,539.00


@ 2% (percent by weight of total mix) cum 5,768.00

5.8.3 Grade-II with CRMB-60 @ 4.25 %, lime filler @ 2%

(percent by weight of total mix) cum 5,838.00




@ 2% (percent by weight of total mix) tonne 2,400.00


@ 2% (percent by weight of total mix) tonne 2,500.00


(percent by weight of total mix) tonne 2,530.00

5.8.8 Grade-II with CRMB-60 @ 4.50 %, lime filler @ 2%(percent by weight of total mix) tonne 2,637.00

5.9 Providing laying and consolidation Semi Dense Bituminous

Concrete, as per Design Mix (approved by Engineer), on prepared

surface with specified graded crushed aggregates as per table

500-15 for wearing coarse including loading of material with F.E.

loader, hot mixing of stone aggregate, filler and bitumen (including

cost of anti-stripping compound wherever required) heating and

mixing in in computerised hot mix plant, transporting the mixed

material by tippers to paver and laying with paver finisher fitted with

electronic sensor control to the required level and grade,

compacting by power rollers and vibratory rollers or 150 to 250 KNpneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired

density (approximately 2.3 tonne/cum) complete as per clause 508

of MoRT&H specification including all material, labour, machinery,

lighting, guarding but excluding primer/tack coat.

5.9.1 35-40 mm compacted thickness (Grade-1) using bitumen

of grade 60/70 @ 4.5% (percent by weight of total mix) cum 5,755.00

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Code

No


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5.9.2 35-40 mm compacted thickness (Grade-1) using CRMB-

60 @ 4.5% (percent by weight of total mix) cum 6,071.00


of grade 60/70 @ 5% (percent by weight of total mix) cum 6,184.00


60 @ 5% (percent by weight of total mix) cum 6,536.00


of grade 60/70 @ 4.5% (percent by weight of total mix) tonne 2,494.00


60 @ 4.5% (percent by weight of total mix) tonne 2,631.00


of grade 60/70 @ 5% (percent by weight of total mix) tonne 2,680.00


60 @ 5% (percent by weight of total mix) tonne 2,832.00

5.10 Providing and laying 30-45 mm compacted thickness Bituminous

Concrete as per design mix (approved by Engineer) on prepared

surface with specified grade stone aggregate as per Table - 500-18

with bitumen for wearing course including loading of aggregate

with F.E. loader and hot mixing of stone aggregate and bitumen

(including cost of anti-stripping compound wherever required) in

computerised hot mix plant, transporting the mixed material by

tippers to paver and laying with paver finisher fitted with electronic

sensing device (as per clause 504-3.5) to the required level and

grade and compacting by power rollers and vibratory rollers or 150

to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the

desired density complete as per clause 509 of MoRT&H


guarding but excluding primer/tack coat.

5.10.1 Grade-II with bitumen of grade 60/70 @ 6% (percent by

weight of total mix) cum 7,291.00

5.10.2 Grade-II with bitumen of grade CRMB-60 @ 6% (percent

by weight of total mix) cum 7,723.00

5.10.3 Grade-II with bitumen of grade SBS PMB-40 @ 6%


5.10.4 Grade-II with bitumen of grade 60/70 @ 6% (percent by

weight of total mix) tonne 3,095.00

5.10.5 Grade-II with bitumen of grade CRMB-60 @ 6% (percent

by weight of total mix) tonne 3,278.00

5.10.6 Grade-II with bitumen of grade SBS PMB-40 @ 6% tonne 3,491.00

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Code

No


Rs.

(percent by weight of total mix)

5.11 Providing and laying surface dressing as wearing course consisting

of a layer of bituminous binder as per Table 500-20 (including cost

of anti-stripping compound wherever required) laid on the prepared

surface, followed by a cover of crushed stone chippings of

specified size (may be pre coated also) & rolling with power roller

all complete as per clause 510 of MoRT&H specification including

all material, labour, machinery, lighting, guarding.

5.11.1 With 19mm crushed stone chipping 0.15 cum and binder

12 Kg per 10 Sqm - Bitumen grade 60/70 sqm. 62.00


12 Kg per 10 Sqm - CRMB-60 sqm. 66.00

5.11.3 With 13mm crushed stone chipping 0.10 cum and binder10 Kg per 10 Sqm - Bitumen grade 60/70 sqm. 50.00


10 Kg per 10 Sqm - CRMB-60 sqm. 53.00

5.12 Providing and laying open graded premix carpet 20mm thick

(compacted), on prepared surface in a single course as wearing

course, composed of specified graded crushed stone aggregate as

per Table 500-23, premixed with bituminous binder @ 14.60 kg/

10sqm (including cost of anti-stripping compound wherever

required), including loading of material with F.E. loader, hot mixing

of stone aggregate and bitumen in computerised hot mix plant,

transporting the mixed material by tippers to paver and laying withpaver finisher fitted with electronic sensor control to the required

level and grade, compacting smooth wheeled roller 8-10 tonne

capacity and finishing to required level to achieve the desired

density as per clause 511 of MoRT&H specification including all

material, labour, machinery, lighting, guarding but excluding cost of

tack coat/ seal coat.

5.12.1 With bitumen of grade 60/70 sqm. 89.00

5.12.2 With bitumen of grade CRMB-60 sqm. 93.00

5.13 Providing and applying liquid seal coat type "A" comprising of a

layer of bituminous binder @ 9.8 kg/ 10 Sqm (including cost of anti-stripping compound wherever required) followed by a cover of

stone chipping @ 0.09 cum/10 sqm of specified grading and rolling

with power roller 8-10 tonne complete as per clause 513 of


lighting, guarding.

5.13.1 With bitumen of grade 60/70 sqm 46.00

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5.14 Providing and applying premixed seal coat Type "B" comprising of

thin application of fine aggregate 0.06 cum/ 10 sqm premix with

bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping

compound wherever required) laying with paver finisher with

electronic sensor control and rolling with power roller 8-10 tonne

complete as per clause 513 of MoRT&H specification including all

material, labour, machinery, lighting, guarding.



5.15 Providing and laying premixed seal coat using hot mix plant and

paver finisher with aggregate of 6.7mm size defined as 100%

passing through 11.20mm sieve and retain on 2.36mm sieve with0.09 cum per 10 sqm premix with bitumen binder @ 4.5% and

rolling with power roller 8-10 tonne complete as per clause 513 of


lighting, guarding.



5.16 Providing and laying 25 mm thick bitumen mastic asphalt wearing

course with paving grade bitumen meeting the requirements given

in table 500-29 (including cost of anti-stripping compound wherever

required) @ 14-17% (by weight) as per job mix formula, coarse

aggregate as per Table 500-32, fine aggregate as per Table 500-

31 and lime stone powder as filler, prepared by using mastic

cooker and laid to required level and grade after cleaning the

surface, including providing antiskid surface with bitumen

precoated fine-grained hard stone chipping of 13.2 mm nominal

size @ 0.005cum per 10 sqm and at an approximate spacing of 10

cm center to center in both directions, pressed into surface when

the temperature of surfaces not less than 100 degree Centigrade,

protruding 1 mm to 4 mm over mastic surface, all complete

including all material, labour, machinery, lighting, guarding

complete as per clause 515 of MoRT&H specification. sqm 437.00

5.17 Cost of bitumen to be added or subtracted when it varies from the

job mix formula adopted in above item

5.17.1 Bitumen 60/70 tonne 40,293.00

5.17.2 CRMB 60 tonne 43,337.00

5.18 Providing and applying low viscosity bitumen emulsion @ 8.25 kg

per 10 sqm for sealing cracks less than 3 mm wide or incipient

fretting or disintegration in an existing bituminous surfacingsqm 12.00

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Code

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Rs.

including covering with 3mm stone grit as per clause 518 of


lighting, guarding.

5.19 Scarifying existing bituminous road surface, including picking up

scarified material and stacking of old serviceable material within a

lead of 1000 meters complete as per clause 305.4.3 of MoRT&H

specification including all labour, machinery, lighting, guarding. sqm 14.00

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RUIDP

SUBHEAD – 6.0 CEMENT CONCRETE PAVEMENTS SOR September 201120

6.0 CEMENT CONCRETE PAVEMENTS

Code

No


Rs.

6.1 Providing and laying lean cement concrete 1:4:8 in Sub- base over

a prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 150 kg/ cum, optimum moisture content to be determined

during trial length construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor, compacting with 8-10

tonnes vibratory roller, finishing and curing complete as per clause

601, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding. cum 2,048.00

6.2 Providing and laying un-reinforced, dowel jointed, plain cement

concrete mix of pavement over a prepared sub base with 43 grade

cement @ 400 kg per cum, coarse and fine aggregate conforming

to IS: 383, maximum size of coarse aggregate not exceeding 25

mm, mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form paver,

spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie rod, admixtures asapproved, curing compound, finishing to lines and grades complete

as per drawing and as per clause 602, 112 of MoRT&H


guarding.

6.2.1 PCC M-20 cum 4,796.00

6.2.2 PCC M-25 cum 5,104.00

6.2.3 PCC M-30 cum 5,173.00


concrete mix With Concrete Mixer & vibrator pavement over a

prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed as per approved mix

design, laid, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip,

admixtures (if required) as approved, curing compound, finishing to

lines and grades complete as per drawing and as per clause 602,cum

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SUBHEAD – 6.0 CEMENT CONCRETE PAVEMENTS SOR September 201121

Code

No


Rs.

112 of MoRT&H specification including all material, labour,

machinery, lighting, guarding.

6.3.1 PCC M-20 cum 4,390.00

6.3.2 PCC M-25 cum 4,698.00

6.3.3 PCC M-30 cum 4,767.00

6.4 Providing and laying rolled cement concrete mix of M-10 base

course with coarse and fine aggregate conforming to IS:383, the

size of coarse aggregate not exceeding 25 mm with minimum

aggregate cement ratio 15:1 and minimum cement content of 200

kg/cum, aggregate gradation to be as per table 600-4 after

blending, mixing in batching plant at optimum moisture content,

transporting to site, laying with a paver with electronic sensor,compacting with 8-10 tonnes smooth wheeled vibratory roller to

achieve the designed flexural strength, finishing and curing

complete as per clause 603, 112 of MoRT&H specification

including all material, labour, machinery, lighting, guarding. cum 2,376.00

6.5 Providing and laying Base/sub-base using cement, sand, fly ash

and coarse aggregates proportioned as per table 4 of IRC: 74/1979

and with water content ratio, slump and compressive strength as

defined in the said table, mix prepared in a batching and mixing

plant transported to site, laid with a fixed form or slip form paver,

spread, and compacted with a vibratory roller 8-10 tonnes capacity

within the time limit laid down vide clause 7.6.3 of IRC: 74-1979,construction joints properly formed at the end of day's work, cured

for 14 days, all as specified in IRC: 74-1979 and as per approved

plans complete including all material, labour, machinery, lighting,

guarding. cum 1,930.00


concrete pavement over a prepared sub base with 43 grade

cement, coarse and fine aggregate conforming to IS 383,

maximum size of coarse aggregate not exceeding 25 mm,

replacing cement by fly ash to the extent of 15% and sand by 10%,

mixed in a batching and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation including

provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod, admixtures as

approved, curing compound, finishing to lines and grades as per

drawing complete including all material, labour, machinery, lighting,

guarding and maintenance of diversion. PCC M-30 cum 4,812.00

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RUIDP

SUBHEAD – 7.0 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES SOR September 201122

7.0 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Code

No

Description

Unit

Rate

Rs.

7.1 Providing and fixing precast cement concrete M-20 grade (Using

mechanical Concrete Mixer) kerb stone top and bottom width 115 and

165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade

foundation as per design, including fixing at site as per clause 408 of

MoRT&H Specification including all material, labour, machinery,

lighting, guarding. Metre 219.00

7.2 Providing and laying cast-in-situ cement concrete M-20 grade kerb

stone channel top and bottom width 115 and 165 mm respectively,

250mm high laid with kerb laying machine, on 150 mm thick PCC M-10

grade foundation (laid manually) as per design, including fixing at site

as per clause 408 of MoRT&H Specification including all material,labour, machinery, lighting, guarding.

7.2.1 Using Concrete Mixer Metre 282.00

7.2.2 Using Concrete Batching and Mixing Plant Metre 286.00

7.3 Providing and fixing in position precast Reinforced Cement Concrete

M15 grade Kilometre stone of standard IRC design, including painting

and printing letters etc. as per clause 804 of MoRT&H Specification

including all material, labour, machinery.

7.3.1 5th Kilometre stone each 2,223.00

7.3.2 Ordinary Kilometre stone each 1,335.00

7.3.3 200 metre stone each 395.00

7.4 Providing and fixing in position Reinforced Cement Concrete Boundary

pillars of standard IRC - 25 design, including finishing but excluding

printing as per clause 806 of MoRT&H Specification including all

material, labour, machinery. each 328.00

7.5 Painting two coats on specified surface with synthetic enamel paint of

approved brand and shade, after thorough cleaning and necessary

filling to give even shade as per clause 803 of MoRT&H Specification

including all material, labour.

7.5.1 On new plastered concrete surface sqm 61.00

7.5.2 On steel surface sqm 47.00

7.6 Painting new letters and figures of specified size, of any shade with first

quality synthetic enamel paint, black or any other approved colour to

give an even shade as per clause 801 of MoRT&H Specification


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Code

No

Description

Unit

Rate

Rs.

7.6.1 Hindi (Matras, Commas and the like not to be measured and

paid for. Half letters shall be counted as half).

Cm.

Height

per letter 0.60

7.6.2 English and Roman (Hyphens, commas and the like not to be

measured and paid for)

Cm.

Height

per letter 0.40

7.7 Providing and laying marking of center line and stop line etc with hot

thermoplastic compound 2.5 mm thick on road/ plain surface, including

reflectorising glass beads @ 250 gms per sqm area with special

applicator machine, as per IRC:35 including cleaning the surface of all

dirt, dust and other foreign matter, demarcation at site and traffic

control involved. The finished surface to be level, uniform and free from

streaks and holes as per clause 803 of MoRT&H Specification including

all material, labour, machinery, lighting, guarding. sqm 970.00

7.8 Providing and fixing of retro- reflectorised cautionary, mandatory and

informatory sign as per IRC :67 made of encapsulated lens type

reflective sheeting vide clause 801.3, fixed over aluminium sheeting,

1.5 mm thick supported on a mild steel angle iron post 3 metre long

and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of

properly designed foundation with M15 grade cement concrete 45 cm x

45 cm x 60 cm, 60 cm below ground level as per approved drawing


7.8.1 90 cm equilateral triangle each 3,913.00

7.8.2 60 cm equilateral triangle each 2,599.00

7.8.3 60 cm circular each 3,459.00

7.8.4 80 mm x 60 mm rectangular each 4,794.00

7.8.5 60 cm x 45 cm rectangular each 3,371.00

7.8.6 60 cm x 60 cm square each 3,981.00

7.8.7 90 cm high octagon each 6,095.00

7.9 Providing and erecting direction and place identification retro-

reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2

mm thick framed to angle iron 40x40x5mm with area not exceeding 0.9

sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm

firmly fixed to the ground by means of properly designed foundation

with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground

level as per approved drawing including all material, labour. sqm8,705.00

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Code

No

Description

Unit

Rate

Rs.

7.10 Providing and erecting direction and place identification retro-

reflectorised sign as per IRC :67 made of encapsulated lens type

reflective sheeting vide clause 801.3, fixed over aluminium sheeting 2mm thick framed to angle iron 40x40x5mm with area exceeding 0.9

sqm supported on two nos mild steel angle iron post 75 mm x 75 mm x

6 mm, firmly fixed to the ground by means of properly designed

foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60

cm below ground level as per approved drawing including all material,

labour. sqm 9,341.00

7.11 Supplying and installation of delineators (road way indicators, hazard

markers, object markers), 80-100 cm high above ground level, painted

black and white in 15 cm wide stripes, fitted with 80 x 100 mm

rectangular or 75 mm dia circular reflectorised panels at the top, buried

or pressed into the ground and confirming toIRC-79 and the drawings. each 1,072.00

7.12 Providing and erecting overhead signs with a corrosion resistant 2mm

thick aluminium alloy sheet reflectorised with high intensity retro-

reflective sheeting of encapsulated lens type with vertical and lateral

clearance given in clause 802.2 and 802.3 and installed as per clause

802.7 over a designed support system of galvanised steel trestles and

trusses of sections and type as per structural design requirements and

approved plans.

7.12.1 Truss and Vertical Support tonne 69,164.00

7.12.2 Aluminium alloy plate for over head sign sqm 1,215.00

7.13 G.I Barbed wire Fencing 1.2 metre high Providing and fixing 1.2 metres

high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40

mm x 6 mm placed every 3 metres center to center founded in M15

grade cement concrete, 0.6 metre below ground level, every 15th post,

last but one end post and corner post shall be strutted on both sides

and end post on one side only and provided with 9 horizontal lines and

2 diagonals interwoven with horizontal wires, fixed with GI staples, turn

buckles etc complete as per clause 807. metre 222.00

7.14 Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m

angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center

to center founded in M15 grade cement concrete 30cmx30cmx60cm,

0.6 metre below ground level, every 15th post, last but one end post

and corner post shall be strutted on both sides and end post on one

side only and provided with 12 horizontal lines and 2 diagonals

interwoven with horizontal wires, fixed with GI staples, turn buckles etc


material, labour. metre377.00

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Code

No

Description

Unit

Rate

Rs.

7.15 Providing 1.20 metre high fencing with angle iron posts 50 mm x 50

mm x 6 mm at 3 metre center to center with 0.40 metre embedded in

M15 grade cement concrete, corner, end and every 10th post to bestrutted, provided with welded steel wire fabric of 75 mm x 50 mm

mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x

5 mm and bolts etc. complete in all respects including all material,

labour. metre 596.00

7.16 Providing and fixing 50 mm dia G.I. steel pipe railing in 3 rows duly

painted on medium weight steel channels (ISMC series) 100 mm x 50

mm, 1.2 metres high above ground, 2 m centre to centre, complete as

per approved drawings including all material, labour. metre 2,028.00

7.17 Providing and fixing Tubular Steel Railing on Precast RCC posts, 1.2 m

high above ground level Providing, fencing and erecting 50 mm dia G.I

pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2

metres centre to, complete as per approved drawing including all

material, labour. metre 1,383.00

7.18 Providing and fixing CAT’s eye made of aluminium alloy size

75x100x22mm having 21 biconvex lenses embedded in circular disk of

AS plastic on each side on road surface complete including all material,

labour. each 159.00

7.19 Providing and fixing “L” type bollard 135cm height made out of 1.25mm

thick M.S. sheet welded in conical section having upper dia 15cm and

lower dia 20cm with another attachment of 150x150x7mm thick plate

and hold fast at bottom, whole body is painted in white stove enamel

and red reflective 3 band, each of 7.5cm and one reflective sheet of

15cm dia provided to it complete in all respect including all material,

labour. each 1,109.00

7.20 Providing and fixing “SWISS” type bollard 134cm height made out of

1.25mm thick M.S. sheet welded in conical section having upper dia

15cm and lower dia 20cm with another attachment of mandatory 7mm

thick plate and fixed with the help of 7cm long, 30cm dia chrome plated

MS tube, this part is fixed on the body with another attachment of a cap

30x7cm, whole body is painted in black stove enamel and mandatory

plate in azure blue with one compulsory keep left arrow with 10mm

border reflective strip each of 7.5cm on body complete in all respectincluding all material, labour. each 1,274.00

7.21 Providing and fixing hazard marker made out of 2mm thick M.S. angle

iron 25x25x3mm and fixed on channel posts 75x75x6mm and hold fast

at bottom whole body is painted in white stoving enamel and 6 nos 5

cm dia reflective sheet on white reflective background with additional

border of 1.25 cm all around it complete in all respect including all

material, labour. each444.00

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RUIDP


Code

No

Description

Unit

Rate

Rs.

7.22 Providing and fixing SWISS type hazard marker made out of 2mm thick

M.S. sheet size of box is 15x15cm with hold fast at bottom whole body

is painted in white stoving enamel paint with white/ high intensity gradeprismatic type sheeting on all four side complete in all respect including

all material, labour. each 609.00

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RUIDP

SUBHEAD – 8.0 PIPE CULVERTS SOR September 201127

8.0 PIPE CULVERTS

Code

No


Rs.

8.1 Plain cement concrete 1:3:6 mix with crushed stone aggregate

mechanically mixed, placed in foundation and compacted by

vibration including curing as per clause 1000 &1700 of MoRT&H

specification including all material, labour fometre work, machinery.

8.1.1 Using stone aggregate 40 mm nominal size cum 2,972.00

8.1.2 Using stone aggregate 20 mm nominal size cum 3,061.00

8.2 Providing and Laying Reinforced cement concrete pipe NP4/

prestrssed concrete pipe for culverts including jointing ends and

fixing collar with cement mortar 1:2 complete as per clause 1000 &

2900 of MoRT&H specification including all material, labour fometre

work, machinery.

8.2.1 150 mm internal diameter metre 363.00




8.2.5 350 mm internal diameter metre 1,294.00













8.3 Providing and laying of a reinforced cement concrete pipe duct, 300

mm dia, across the road (new construction), extending from drain to

drain in cuts and toe of slope to toe of slope in fills, constructing

head walls at both ends, providing a minimum fill of granular

material over top and sides of RCC pipe as per IRC:98-1997,

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RUIDP

SUBHEAD – 8.0 PIPE CULVERTS SOR September 201128

Code

No


Rs.

bedded on a 0.3 m thick layer of granular material free of rock

pieces, outer to outer distance of pipe at least half dia of pipe

subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher

than ground level to prevent entry of water and dirt, all as per IRC:

98 - 1997 and approved drawings.

8.3.1 Single Row for one utility service metre 1575.00

8.3.2 Double Row for two utility services metre 2958.00

8.3.3 Triple Row for three utility services metre 4353.00

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RUIDP

SUBHEAD – 9.0 MAINTENANCE OF ROADS SOR September 201129

9.0 MAINTENANCE OF ROADS

Code

No

Descript ion Unit Rate

Rs.

9.1 Filling of Pot- holes and patch repairs with Built up Spray Grout in

two layers with 53-22.4mm size of aggregate upto 75mm depth and

removal of all failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface, painting of tack coat

on the sides and base of excavation as per clause 503, back filling

the pot holes with hot bituminous material as per clause 506,

compacting with 8-10 tonne power roller, trimming and finishing the

surface to form a smooth continuous surface complete using bitumen

grade 60/70 as per clause 503, 506 & 3004.2 of MoRT&H


guarding. sqm 201.00

9.2 Filling of Pot- holes and patch repairs with open graded premixsurfacing 20mm thick compacted with bitumen binder 60/70 @ 14.60

kg/10 sqm and aggregate in Hot mix plant, transporting the mixed

material with tipper and laying manually to the required level and

grade, rolling with power roller, 8-10 tonne, removal of all failed

material, trimming of completed excavation to provide firm vertical

faces, cleaning of surface, painting of tack coat on the sides and

base of excavation as per clause 503, back filling the pot holes with

hot bituminous material as per clause 511, compacting, trimming and

finishing the surface to form a smooth continuous surface complete

as per clause 3004.2 of MoRT&H specification including all material,

labour, machinery, lighting, guarding. sqm 93.00

9.3 Filling of Pot holes and patch repairs with surface dressing consistingof a layer of with bitumen binder as per Table 500-2 laid on prepared

surface followed by a cover of crushed stone chipping of specified

size and rolling with power roller, 8-10 tonne including removal of all

failed material, trimming of completed excavation to provide firm

vertical faces, cleaning of surface, painting of tack coat on the sides

and base of excavation as per clause 503 and 3004.2 of MoRT&H


guarding.

9.3.1 First coat with 0.15 cum crushed stone chipping 19mm

nominal size and bitumen 60/70 grade @12 kg per 10

sqm metre 64.00

9.3.2 Second coat with 0.10 cum crushed stone chipping13mm nominal size and bitumen 60/70 grade @10 kg

per 10 sqm sqm 67.00

9.4 Providing and laying Precast reinforced cement concrete Box culvert

section of M-40 grade designed for 'AA' class loading as per IRC

specifications including the effect of impact, EQ etc. complete on firm

base of 200mm thick lean concrete of M-10 grade with aggregate of

size 40mm nominal of following internal sizes. The work includes

required safety measures, construction of drain for diversion of

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SUBHEAD – 9.0 MAINTENANCE OF ROADS SOR September 201130

Code

No


Rs.

flowing water, cost of design of RCC Precast Box and its proof

checking from IIT/MNIT Jaipur etc. complete in all respect as per

specifications

9.4.1 Size 2.00 M x 2.00 M Rmt 36,929.00

9.4.2 Size 1.75 M x 1.75 M Rmt 28,278.00

9.4.3 Size 1.50 M x 1.50 M Rmt 20,766.00

9.4.4 Size 1.50 M x 1.25 M Rmt 19,246.00

9.4.5 Size 1.50 M x 1.00 M Rmt 17,122.00

9.4.6 Size 1.25 M x 1.25 M Rmt 14,944.00

9.4.7 Size 1.25 M x 1.00 M Rmt 14,835.00

9.4.8 Size 1.00 M x 1.00 M Rmt 11,604.009.4.9 Size 0.75 M x 0.75 M Rmt 7,671.00

9.4.10 Size 0.60 M x 0.60 M Rmt 5,645.00

9.5 Providing and fixing of reinforced Ferro-Cement drain covers

designed for 'A' & 'AA' class loading duly marked on cover with

adequate steel reinforcement having thickness 75mm to 150mm anti

corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks,

Admixtures like plasticizer, bond improving compound, shrinkage,

resistance compound, abrasion resistant complete as per approved

design etc.

Class A Loading

Span Standard Size

9.5.1 300 to 450mm 600x800mm Sqm 880.00

9.5.2 451 to 700mm 1000x800mm Sqm 990.00

9.5.3 701 to 1200mm 1500x600mm Sqm 1265.00

9.5.4 1201 to 1500mm 2100x500mm Sqm 1925.00

Class AA Loading

Span Standard Size

9.5.5 300 to 450mm 600x800mm Sqm 1045.00

9.5.6 451 to 700mm 1000x800mm Sqm 1210.009.5.7 701 to 1200mm 1500x600mm Sqm 1540.00

9.5.8 1201 to 1500mm 2100x500mm Sqm 2200.00

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SUBHEAD – 10.0 FOUNDATIONS SOR September 2031

10.0 FOUNDATION

CodeNo

Descript ion Unit RateRs.

10.1 Brick masonry work in cement mortar with mechanical mixer with

First class FPS bricks (min. 10.5 Mpa) in foundation (at any level)

complete as per drawing and technical specification and as per

clause 1000 & 1300 of MoRT&H specification including all

scaffolding material, labour, machinery but excluding pointing and

plastering.

10.1.1 In cement mortar 1:3 (1 cement : 3 coarse sand) cum 3,463.00


10.2 Random rubble stone masonry work in cement mortar with

mechanical mixer in foundation (at any level) complete as per

drawing and technical specification and as per clause 1000 and1400 of MoRT&H specification including all scaffolding material,

labour, machinery but excluding pointing and plastering.



10.3 Plain cement concrete 1:3:6 nominal mix in foundation with

crushed stone aggregate 40 mm nominal size mechanically mixed,

placed in foundation and compacted by vibrator including curing


scaffolding, material, labour, machinery. cum 2,935.00

10.4 Providing, laying and compacting plain/ reinforced cement concrete

of specified grade in foundation/ leveling course/ pile cap using

concrete mixer and vibrater complete including cost of form work,

as per drawing and technical specifications and as per clause

1100, 1500,1700,2100 of MoRT&H specification including all

scaffolding material, labour, machinery.

10.4.1 PCC Grade M -15 cum 3,358.00

10.4.2 PCC Grade M -20 cum 3,831.00

10.4.3 PCC Grade M -25 cum 4,197.00

10.4.4 PCC Grade M -30 cum 4,228.00

10.4.5 RCC Grade M -20 cum 3,854.00

10.4.6 RCC Grade M -25 cum 4,224.00

10.4.7 RCC Grade M -30 cum 4,237.00

10.4.8 RCC Grade M -35 cum 4,319.00

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10.5 Providing, laying and compacting design mix plain/ reinforced

cement concrete of specified grade in foundation/ leveling course/

pile cap using batching plant, transit mixer and concrete pump and

vibrater including cost of form work, complete as per drawing and

technical specifications as per clause 1100, 1500,1700,2100 of


and maintenance of diversion.

10.5.1 PCC Grade M -20 cum 3,860.00

10.5.2 PCC Grade M -25 cum 4,241.00

10.5.3 PCC Grade M -30 cum 4,269.00

10.5.4 RCC Grade M -20 cum 3,882.00

10.5.5 RCC Grade M -25 cum 4,266.00

10.5.6 RCC Grade M -30 cum 4,281.00

10.5.7 RCC Grade M -35 cum 4,367.00

10.5.8 RCC Grade M -40 cum 4,423.00

10.6 If concreting is done under water, add for dewatering, shoring,

under water concreting as per clause 1100, 1500 & 1700 of

MoRT&H Specification including all material, labour and

machinery. cum 20.00

10.7 Providing and constructing temporary island 16 m diameter for

construction of well foundation for 8m dia. Well including all

material, labour, machinery as per clause 1200 of MoRTH

specification.

10.7.1 Assuming depth of water 1.0 m and height of island

to be 1.25m. each 36,774.00

10.7.2 Assuming depth of water 4.0 m and height of island

4.5 m. each 231,972.00

10.7.3 Providing and constructing one span service road to

reach island location from one pier location to

another pier location metre 1,520.00

10.8 Providing and laying cutting edge of mild steel weighing 40 kg per

metre for well foundation complete as per drawing and technical

specification complete as per clause 1200 and 1900 of MoRT&H

specification including all material, labour, machinery. tonne 73,059.00

10.9 Providing and laying structural plain/ reinforced cement concrete(design mix) of specified grade in well foundation using concrete

mixer and vibrator including cost of form work complete as per

drawing and technical specifications and as per clause 1200, 1500

and 1700 of MoRT&H specification. including all material, labour,

machinery.

10.9.1 Well Curb

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10.9.1.1 RCC Grade M -20 cum 4,447.00

10.9.1.2 RCC Grade M -25 cum 4,886.00

10.9.1.3 RCC Grade M -30 cum 4,912.00

10.9.1.4 RCC Grade M -35 cum 5,032.00

10.9.2 Well Steining

10.9.2.1 RCC Grade M -20 cum 4,076.00

10.9.2.2 RCC Grade M -25 cum 4,479.00

10.9.2.3 RCC Grade M -30 cum 4,503.00

10.9.2.4 RCC Grade M -35 cum 4,613.00

10.9.3 Bottom Plug (including forming sump, protective

bund, chiselling etc.)

10.9.3.1 PCC Grade M -20 cum 4,240.00

10.9.3.2

PCC Grade M -25

cum

4,454.00

10.9.3.3 PCC Grade M -30 cum 4,495.00

10.9.3.4 PCC Grade M -35 cum 4,591.00

10.9.4 Intermediate Plug (including extra protective works

and dewatering etc)

10.9.4.1 PCC Grade M -20 cum 4,055.00

10.9.4.2 PCC Grade M -25 cum 4,259.00

10.9.4.3 PCC Grade M -30 cum 4,298.00

10.9.4.4 PCC Grade M -35 cum 4,390.00

10.9.5 Top Plug (including extra protective works and

dewatering etc)

10.9.5.1 PCC Grade M -20 cum 3,684.00

10.9.5.2 PCC Grade M -25 cum 4,045.00

10.9.5.3 PCC Grade M -30 cum 4,085.00

10.9.5.4 PCC Grade M -35 cum 4,194.00

10.9.6 Well Cap

10.9.6.1 RCC Grade M -20 cum 3,813.00

10.9.6.2 RCC Grade M -25 cum 4,224.00

10.9.6.3 RCC Grade M -30 cum 4,237.00

10.9.6.4 RCC Grade M -35 cum 4,319.00

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10.10 Providing and laying structural plain/ reinforced cement concrete

(design mix) of specified grade in well foundation using batching

plant, transit mixer and concrete pump, vibrator including cost of

form work complete as per drawing and technical specifications

and as per clause 1200, 1500 and 1700 of MoRT&H specification.

including all material, labour, machinery, lighting, guarding and

maintenance of diversion.

10.10.1 Well Curb

10.10.1.1 RCC Grade M -20 cum 4,479.00

10.10.1.2 RCC Grade M -25 cum 4,934.00

10.10.1.3 RCC Grade M -30 cum 4,963.00

10.10.1.4 RCC Grade M -35 cum 5,088.00

10.10.1.5 RCC Grade M -40 cum 5,153.00

10.10.2 Well Steining

10.10.2.1 RCC Grade M -20 cum 4,106.00

10.10.2.2 RCC Grade M -25 cum 4,523.00

10.10.2.3 RCC Grade M -30 cum 4,549.00

10.10.2.4 RCC Grade M -35 cum 4,664.00

10.10.2.5 RCC Grade M -40 cum 4,723.00

10.10.3 Bottom Plug (including forming sump, protective

bund, chiselling etc.)

10.10.3.1 PCC Grade M -20 cum 4,042.00

10.10.3.2 PCC Grade M -25 cum 4,254.00

10.10.3.3 PCC Grade M -30 cum 4,297.00

10.10.3.4 PCC Grade M -35 cum 4,427.00

10.10.4 Intermediate Plug (including extra protective works

and dewatering etc)

10.10.4.1 PCC Grade M -20 cum 3,873.00

10.10.4.2 PCC Grade M -25 cum 4,074.00

10.10.4.3 PCC Grade M -30 cum 4,116.00

10.10.5 Top Plug

10.10.5.1 PCC Grade M -20 cum 3,733.00

10.10.5.2 PCC Grade M -25 cum 4,088.00

10.10.5.3 PCC Grade M -30 cum 4,124.00

10.10.6 Well Cap

10.10.6.1 RCC Grade M -20 cum 3,838.00

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10.10.6.2 RCC Grade M -25 cum 4,267.00

10.10.6.3 RCC Grade M -30 cum 4,280.00

10.10.6.4 RCC Grade M -35 cum 4,367.00

10.10.6.5 RCC Grade M -40 cum 4,456.00

10.11 Sinking of 6 m external diameter well true to vertical, through alltypes of soil and rock, as shown against each case, (other than

pneumatic method of sinking) complete as per drawing and

technical specifications including all material, labour, machinery,

lighting, guarding and maintenance of diversion complete as per

clause 1200 of MoRT&H specification.

10.11.1 In sandy soil

10.11.1.1 Depth below cutting edge upto 3m Metre 3,158.00

10.11.1.2 Depth beyond 3 m and upto 10 m Metre 4,547.00

10.11.1.3 Depth beyond 10 m and upto 20 m

1) Add 5% for every additional metre depth of

sinking over the rate of sinking for the previous

metre. Metre

10.11.2 In Clayey soil






metre.

2) If dewatering is required add 5% of cost Metre

10.11.3 In Soft Rock at all depth Metre 11,909.00

10.11.4 In Hard Rock at all depth Metre 13,190.00

10.12 Sinking of 7 m external diameter well true to vertical, through all

types of soil and rock, as shown against each case, (other than








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metre. Metre







metre.



10.12.4

In Hard Rock at all depth

Metre

15,522.00













metre. Metre







metre.




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metre. Metre







metre.
















metre. Metre




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metre.
















metre. Metre







metre.






pneumatic method of sinking) complete as per drawing andtechnical specifications including all material, labour, machinery,






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metre. Metre







metre.



10.17.4

In Hard Rock at all depth

Metre

111,901.00

10.18 Sinking of Twin D Type (over all lenght 12m, over all width 6m) well

true to vertical, through all types of soil and rock, as shown against

each case, (other than pneumatic method of sinking) complete as

per drawing and technical specifications including all material,

labour, machinery, lighting, guarding and maintenance of diversion

complete as per clause 1200 of MoRT&H specification.







metre. Metre







metre.




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10.19 Pneumatic sinking of wells with equipment of approved design,

drawing and specifications worked by competent and trained

personnel and comprising of compression and decompression

chambers, reducers, two air locks separately for men and plant &

materials, arrangement for supply of fresh air to working chambers,

check valves, exhaust valves, shafts made from steel plates of

riveted construction not less than 6 mm thick to withstand an air

pressure of 0.50 MPa, controlled blasting of hard rock wherever

required, staircases and 1 m wide landing plate forms with railing,

arrangement for compression and decompression, electric lighting

of 50 V maximum, proper rooms for rest and medical examinations

and compliance with safety precautions as per IS:4138, all as per

clause 1200, 1207.6 of MoRT&H Specifications including all

material, labour and machinery. cum 32,543.00

10.20 Providing structural steel liner upto 10mm thickness for curbs,

steining for wells and piles including fabricating and setting out as

per detailed drawing as per clause 1200 & 1900 of MoRT&H

specification including all material, labour and machinery. tonne 67,061.00

10.21 Sand filling with compaction in wells complete as per level on

drawing and technical specification as per clause 1209 of MoRT&H

specification including all material, labour, machinery. cum 831.00

10.22 Bored cast-in-situ R.C.C. pile with design mix concrete using

batching plant, transit mixer and concrete pump, excluding

reinforcement complete as per drawing and technical specifications

and removal of excavated earth with all lifts and lead upto 1000 m.

as per clause 1100, 1600 & 1700 of MoRT&H Specification

including all material, labour and machinery.

10.22.1

750 mm dia pile

10.22.1.1 RCC Grade M -20 (Design mix) Metre 3,684.00




10.22.2 1000 mm dia pile



10.22.2.3

RCC Grade M -30 (Design mix)

Metre

6,264.00


10.22.3 1200 mm dia pile




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10.23 Driven cast-in-place true vertical R.C.C. piles excluding

reinforcement complete as per drawing and technical specification

as per clause 1100, 1600 & 1700 of MoRT&H Specification

including all material, labour and machinery.

10.23.1 450 mm dia pile

10.23.1.1 RCC Grade M -20 (Design mix) metre 1,697.00




10.23.2 500 mm dia pile





10.23.3 750 mm dia pile





10.23.4 1000 mm dia pile





10.23.5 1200 mm dia pile





10.24 Providing and laying TMT bar reinforcement at any level in

foundation/ pile/ pile cap complete as per drawing and clause 1600

of MoRT&H Specification including all material, labour and

machinery. tonne 55,612.00

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10.25 Plie load testing on single vertical piles in accordance with IS 2911

(Part IV) including installation of loading platform and preparation

of pile head or construction of test cap and dismantling of test cap

after test etc. complete as per direction of Engineer and as per

clause 1100 of MoRT&H specification including all labour, material,

machinery.

10.25.1 Initial and routine vertical load test tonne 302.00

10.25.2 Lateral load test tonne 5,082.00

10.26 Non destructive Integrated testing of cast-in-situ pile using pile

deriving analyzer or equivalent as detailed in specification and as

approved by Engineer. each 1,500.00

10.27 Providing and arranging dynamic load test for checking the load

bearing capacity of pile as detailed in specification and as

approved by Engineer as per ASTM D4945 including of analysis

and report submission including all labour, material, machinary.

This include preparation of hammer, crane, build up of pile head,

plywood, steel plates etc. each 85,000.00

10.28 Providing, arranging and conducting sonic logging test on RC

bored piles using cross holes sonic logging analyzer and

submission of report. each 8,000.00

10.29 Providing and conducting testing of finished PSC girder with

simulation system as directed by Engineer excluding cost of girder,

including reaction frame all testing equipment and their

accessories complete. per test 100,000.00

10.30 Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of

pile into rocks wherever firm rocky strata is available, shall be done

upto desired depth (minimum 1.50 m) as per drawings,specifications and as directed by Engineer. Bore hole shall be

cleaned properly before concreting. No, distinction shall be made

for penetration through hard rock or rock socketing with design mix

concrete (M-35) using batching plant, transit mixer and concrete

pump excluding reinforcement complete as per drawing and

technical specifications and removal of excavated earth with all lifts

and lead upto 1000 m. as per clause 1100, 1600 & 1700 of

MoRT&H Specification including all material, labour and

machinery.

10.30.1 (i) 450mm dia pile Metre 4,540.00

10.30.2 (ii) 600mm dia pile Metre 5,075.00

10.30.3 (iii) 750mm dia pile Metre 5,766.00

10.30.4 (iv) 1000mm dia pile Metre 9,255.00

10.30.5 (v) 1200mm dia pile Metre 11,359.00

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10.31 Making holes in all types of rock for anchorage etc.for any depth

below foundation level 30/40 mm dia. including fixing charges for

providing of inserts like anchor bars along the grouting, anchoring

etc. true in line & plumb as per approved detailed working drawing

including cost of cement grout etc. complete in all respect.(Cement

grout 1:1 as per clause no. 2800 & 2806 of MoRTH

Specification)(excluding cost of steel) and as per the directed of

the Engineer. Metre 116.00

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SUBHEAD – 11.0 SUB-STRUCTURE & SUPER-STRUCTURE SOR September 201144

11.0 SUB-STRUCTURE & SUPER-STRUCTURE

CodeNo


11.1 Brick masonry work with First class FPS bricks (min. 10.5 Mpa) in

cement mortar with mechanical mixer in substructure/ super

structure at all levels complete as per clause 1300 and 2200 of

MoRT&H specification including all material, labour, scaffolding etc

but excluding pointing and plastering.



11.2 Random rubble masonry work in cement mortar with mechanical

mixer in substructure/ super structure at all levels complete as per

clause 1400 and 2200 of MoRT&H specification including allmaterial, labour, scaffolding etc but excluding pointing and

plastering.



11.3 Coursed rubble masonry (First sort) work in cement mortar 1:3 (1

cement : 3 coarse sand) with mechanical mixer in substructure/

super structure at all levels complete as per clause 1400 and 2200

of MoRT&H specification including all material, labour, scaffolding

etc but excluding pointing and plastering. cum 2,924.00

11.4 Plastering with cement mortar (1:3) on Brick/stone work in

substructure/ super structure at any height complete as per clause

1312 of MoRT&H specification including all material, labour,

scaffolding etc.

11.4.1 12 mm plaster on brick work sqm 89.00

11.4.2 20 mm plaster on stone work sqm 139.00


(design mix) of specified grade in substructure at all levels using

concrete mixer and vibrater, including cost of form work, as per

drawing and technical specifications complete as per clause 1500,1700 and 2200 of MoRT&H specification including all material,

labour, scaffolding etc.

11.5.1 PCC Grade M -20 cum 4,200.00

11.5.2 PCC Grade M -25 cum 4,612.00

11.5.3 PCC Grade M -30 cum 4,657.00

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Code

No


Rs.

11.5.4 RCC Grade M -20 cum 4,225.00

11.5.5 RCC Grade M -25 cum 4,625.00

11.5.6 RCC Grade M -30 cum 4,630.00

11.5.7 RCC Grade M -35 cum 4,714.00


(design mix) of specified grade in substructure at all levels using

batching plant, transit mixer, concrete pump and vibrater including

cost of form work complete as per drawing and clause 1500, 1700

and 2200 of MoRT&H specification including all scaffolding,

material, labour, machinery etc.

11.6.1 RCC Grade M -20 cum 4,255.00

11.6.2 RCC Grade M -25 cum 4,671.00

11.6.3 RCC Grade M -30 cum 4,678.00

11.6.4 RCC Grade M -35 cum 4,765.00

11.6.5 RCC Grade M -40 cum 4,826.00

11.7 Providing weep holes in brick/ stone masonry/ Plain/ Reinforced

concrete abutment, wing wall/ return wall with 150 mm dia AC pipe,

extending through the full width of the structure with slope of 1V :

20H towards drawing face complete as per drawing, technical

specifications and clause 2205 of MoRT&H Specification includingall scaffolding, material, labour, machinery etc. metre 74.00

11.8 Supplying, fitting and fixing in position true to line and level

Elastomeric Bearing conforming to IRC:83 (Part-II) section IX and

clause 2005 of MoRT&H specification complete including all

accessories as per drawing and technical specification and as per

clause 2000 & 2200 of MoRT&H Specification including all

scaffolding, material, labour, machinery etc.

Cubic

centimetre 0.65

11.9 Supplying, fitting and fixing in position true to line and level POT-

PTFE bearing consisting of a metal piston supported by a disc or

unreinforced elastomer confined within a metal cylinder, sealing

rings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel/fabricated

structural steel, metal and elastomer elements to be as per IRC: 83

part-I & II respectively and other parts conforming to BS: 5400,

section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications

complete as per drawing and approved technical specifications and

as per clause 2000 & 2200 of MoRT&H Specification including all

scaffolding, material, labour, machinery etc. tonne 307.00

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Code

No


Rs.

11.10 Providing and laying of Filter media with granular materials/stone

crushed aggregates satisfying the requirements laid down in clause

2504.2.2. of MoRT&H specifications with smaller size towards thesoil and bigger size towards the wall and provided over the entire

surface behind abutment, wing wall and return wall to the full height

compacted to a firm condition complete as per drawing and

technical specification including all material, labour, machinery as

per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H

specification. cum 915.00

11.11 Back filing in foundation, trench behind abutment, wing wall and

return wall etc and below pipe bed in layers not exceeding 20cm in

depth, consolidating each deposited layer compacted by

mechanical means with all lead and lift as per drawing and

technical specification including all material, labour, machinery as

per clause 2100 and 2200 of MoRT&H specification including all

material, labour, machinery.

11.11.1 Using selected granular material (as per clause 2200 of

MoRT&H). cum 556.00

11.12 Providing and laying precast cement concrete M-30 Grade

interlocking paving blocks of 100mm thick over 50mm coarse sand

bedding (duly compacted) including filling of joints with sand

suitable for heavy pedestrian traffic/ light vehicle traffic of pattern

as approved by Engineer. sqm 613.00

11.13 Providing and laying precast cement concrete M-30 Grade 100mm

thick paving blocks of approved shape and size (not less than 0.20sqm), , over 100mm thick PCC M-10 Grade bedding (duly

compacted) including filling of joints with cement sand mortar (1:3)

complete as per drawing and specification and as approved by

Engineer. sqm 792.00

11.14 Providing and laying structural reinforced/ prestressed cement

concrete (design mix) of specified grade in superstructure using

concrete mixer and vibrater at all levels including cost of steel form

work complete as per drawing and clause 1500, 1600 and 1700 of

MoRT&H specification including all scaffolding, material, labour,

machinery etc.

11.14.1 RCC Grade M -25

11.14.1.1 For solid slab superstructure cum 5,057.00

11.14.1.2 For T-beam & slab cum 5,259.00

11.14.1.3 For box girder/ voided slab and balanced cantilever cum 6,068.00

11.14.2 RCC Grade M -30

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Code

No


Rs.




11.14.3 RCC/PSC Grade M -35








11.15 Providing and laying structural reinforced/ prestressed cement

concrete (design mix) of specified grade using batching plant,

transit mixer, concrete pump and vibrater in superstructure at all

levels including cost of steel form work complete as per clause

1500, 1600 and 1700 of MoRT&H specification including all

scaffolding, material, labour, machinery etc.

11.15.1 RCC Grade M -25




11.15.2 RCC Grade M -30






11.15.3.2

For T-beam & slab

cum

5,429.00






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Code

No


Rs.









11.16 Providing, precasting, transportation and placing in position at all

level precast pre-tensioned specified grade girders complete as per

drawing and clause 1800 & 2300 of MoRT&H specificationsincluding all material, labour, machinery including suitable crane

etc.

11.16.1 RCC M-40 cum 18,277.00

11.16.2 RCC M-45 cum 18,416.00

11.17 Providing, precasting, transportation and placing in position at all

level precast pre-tensioned specified grade girders as per drawing

and clause 1800 & 2300 of MoRT&H specifications (excluding cost

of reinforcement, HTS strands and pre-stressing) including all

material, labour, machinery (suitable crane).

11.17.1 RCC M-40 cum 8,010.00

11.17.2 RCC M-45 cum 8,147.00

11.18 Providing and fixing helical pipes in voided concrete slabs

complete as per clause 1700 & 1800 of MoRT&H specifications

including all material, labour, machinary etc.

11.18.1 600mm dia (Hot dip galvnised GI Sheet 0.7mm thick) metre 7,688.00

11.18.2 800mm dia (Hot dip galvnised GI Sheet 0.8mm thick) metre 10,471.00

11.19 Providing and laying structural Reinforced cement concrete (design

mix) of specified grade using mechanical concrete mixer and

vibrater in approach slab, friction slab, edge beam, footpath and

kerb as per approved drawing and specification as directed by the

Engineer as per clause 1500 &1700 of MoRT&H specification

including all scaffolding, material, labour, machinery etc.

11.19.1 RCC M-30 cum 5,341.00

11.19.2 RCC M-35 cum 5,387.00

11.20 Providing and laying structural Reinforced cement concrete (design

mix) of specified grade using batching plant, transit mixer, concrete

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Code

No


Rs.

pump and vibrater in approach slab, friction slab, edge beam,

footpath and kerb as per approved drawing and specification as

directed by the Engineer as per clause 1500 &1700 of MoRT&Hspecification including all scaffolding, material, labour, machinery

etc.

11.20.1 RCC M-30 cum 5,382.00

11.20.2 RCC M-35 cum 5,429.00

11.20.3 RCC M-40 cum 5,503.00

11.21 Designing, providing and erection of specified grade Precast RCC

facia panels of thickness 180mm made with M-35 Grade concrete

batching plant, transit mixer, concrete pump and vibrater for

retaining earth with all elements and accessories including

reinforcing element complete as per approved drawing and clause3100 of MoRT&H specifications including all material, labour,

machinery etc. (Scope of work includes designing, getting

approval, casting in yard, curing, storing, transporting, lifting,

placing in position, erection with all necessary fasteners etc

complete) sqm 4,550.00

11.22 Providing, placing and compacting to desired density approved

backfill material in layers as per approved methodology including

testing for reinforced fill portion and random fill portion in the

approaches between the Reinforced Soil (RS) Wall panels as per

approved drawings as per clause 3103 of MoRT&H specification

The soil should be predominately coarse grained not more than10% of particle should pass 75 micron sieve The item shall be

measured and paid for the finished volume of backfill and sub-

grade placed in position excluding the volume of filter media at

base and behind the RS walls. cum 304.00

11.23 Supplying, fitting and placing TMT bar reinforcement in sub

structure/ superstructure at all level complete as per drawing and

clause 1600 & 2200 of MoRT&H Specification including all

material, labour, machinary etc. tonne 56,422.00

11.24 Providing and laying High tensile steel wires/ strands at any level

including all accessories for stressing, stressing operations and

grouting complete as per drawing, technical specification and asper clause 1800 of MoRT&H Specification. tonne 129,074.00

11.25 Providing and laying reinforced cement concrete wearing coat M-

30 grade at any level including formwork and reinforcement @

75kg/cum complete as per drawing and technical specification and

as per clause 2702 of MoRT&H Specification including all material,

labour, machinary etc. cum 8,373.00

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11.26 Providing and laying Precast Reinforced cement concrete slab for

footpath and median with approved finish, constructed with

specified grade concrete as per dimensions in the approveddrawing and at locations directed by the Engineer including form

work and excluding reinforcement and complete as per clause

1500 & 1700 of MoRT&H specification including all material,

labour, machinery.

11.26.1 RCC M-20 cum 4,240.00

11.26.2 RCC M-25 cum 4,643.00

11.26.3 RCC M-30 cum 4,667.00

11.27 Construction of precast/ cast-in-situ RCC railing M-30 grade, true

to line and grade, center to center spacing between vertical post

not to exceed 2000mm leaving adequate space between verticalpost for expansion, complete as per drawing and technical

specification and as per clause 1500, 1600, 1700 & 2703 of

MoRT&H Specification including all material, labour, machinary etc. Metre 1,581.00

11.28 Providing and fixing Mild steel railing including painted, complete

as per drawing and technical specification and as per clause 1900

& 2703.2 of MoRT&H Specification including all material, labour,

machinary etc. Metre 2,670.00

11.29 Providing and laying expansion joint complete as per drawing and

technical specification and as per clause 2605 of MoRT&H

Specification including all material, labour, machinary etc

11.29.1 Fillar joint with 20m thick compressible fibre board. sqm 742.00

11.29.2 Fillar joint with Joint sealing compound with coarse

sand and 6 % bitumen by weight..

Metre per

cm. Depth 16.00

11.30 Providing, laying and fixing of strip seal expansion joint catering to

maximum horizontal movement upto 70 mm complete as per

approved drawings and as per clause 2600 of MoRT&H

specifications to be installed by manufacturer's authorized

representative ensuring to compliance to manufacturer's instruction

for installation including preparing the edges of bridge, welding to

exposed reinforcement, concreting with design mix of grade of

bridge or M-35 whichever is richer including all material, labour,machinery etc complete. Metre 8,918.00

11.31 Providing and erecting Drainage Spouts with 0.15m long GI pipe

150mm dia and GI bolt 10mm dia with Galvanised MS flat clamp

complete as per drawing and Technical specification as per clause

2705 of MoRT&H specifications including all material, labour,

machinery etc. each 730.00

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11.32 Providing and applying 2 coats of water based cement paint to

unplastered concrete surface at all level after cleaning the surface

of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 sqm including all material, labour, scaffolding complete as

per clause 800 of MoRT&H specifications including all material,

labour scaffolding etc. sqm 36.00

11.33 Providing and constructing of Reinforced cement concrete crash

barrier at the edges of the road, approaches to bridge structures

and medians, constructed with specified grade concrete using

mechanical mixer and vibrator with 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design and

dimensions in the approved drawing and at locations directed by

the Engineer, all as specified as per clause 809 of MoRT&H

specification including all material, labour scaffolding etc.

11.33.1 RCC M-25 cum 5,071.00

11.33.2 RCC M-30 cum 5,150.00

11.33.3 RCC M-35 cum 5,191.00

11.34 Providing and constructing of Reinforced cement concrete crash

barrier at the edges of the road, approaches to bridge structures

and medians, constructed with specified grade concrete using

batching plant, transit mixer, concrete pump and vibrator with 450

mm long at expansion joints filled with pre-moulded asphalt filler

board, keyed to the structure on which it is built and installed as perdesign and dimensions in the approved drawing and at locations

directed by the Engineer, all as specified as per clause 809 of

MoRT&H specification including all material, labour scaffolding etc.

11.34.1 RCC M-25 cum 5,125.00

11.34.2 RCC M-30 cum 5,190.00

11.34.3 RCC M-35 cum 5,231.00

11.34.4 RCC M-40 cum 5,298.00

11.35 Providing and erecting a "W" metal beam crash barrier comprising

of 3 mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per

clause 810 of MoRT&H specification including all material, labour

machinery etc. Metre 2,612.00

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11.36 Providing and erecting a "Thrie" metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm

above road/ground level, fixed on ISMC series channel verticalpost, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post with a

space of channel section 150 x 75 x 5 mm, 546 mm long complete

as per clause 810 of MoRT&H specification including all material,

labour machinery etc. Metre 3,507.00

11.37 Providing and fixing G.I.Pipes railing of 80 mm dia. (Class B) over

brackets of 16 mm thick MS plate with 200 mm at bottom & 120

mm at top with 200 mm height welded to 16 mm thick MS Plates of

size 200 X 175 anchored with 400 mm long 4-12 mm dia.steel bars

at the top of RCC crash barrier @1.0m c/c including fixing

arrangement as per the drawing, clause 800 of MoRTH

specification and as per the direction of the Engineer. Metre 967.00

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SUBHEAD – 12.0 RIVER TRAINING & PROTECTION WORKS SOR September 201153

12.0 RIVER TRAINING & PROTECTION WORKS CodeNo


Rs.

12.1 Providing and laying specified apron for protection against scour

complete as per drawing and technical specification as per clause

2503 of MoRT&H Specification.

12.1.1 Boulder/Quarry stone, not less than 40 kg each and

specific gravity not less than 2.65, without wire crates. cum 871.00

12.1.2 Boulder/Quarry stone, not less than 40 kg each in wire

creates made with 4mm dia GI wire confirming to IS : 280

& IS : 4826 in 100mmX100mm mesh (weaved diagonally). cum 1,468.00

12.2 Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical specifications

and as per clause 2504 of MoRT&H Specification.

12.2.1 With R.R. Stone/ bolder, weighing not less than 40 kg,

thickness not less than 150mm, Specific gravity not less

than 2.65. cum 871.00

12.3 Providing and laying graded stone aggregate Filter Material

underneath pitching in slopes complete as per drawing and

Technical specifications and as per clause 2504 of MoRT&H

Specification. cum 556.00

12.4 Providing and laying flooring complete as per drawing and

Technical specifications and as per clause 2505 of MoRT&H

Specification.

12.4.1 Rubble stone laid in cement mortar 1:3 cum 2,492.00

12.5 Construction of dry rubble flooring at cross drainage works

complete as per drawing and Technical specifications and as per

clause 2506 of MoRT&H Specification. cum 1,113.00

12.6 Constructing curtain wall complete as per drawing and Technical

specification per clause 2507.2 of MoRT&H Specification.

12.6.1 Cement concrete Grade M-15 cum 3,229.00

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SUBHEAD – 13.0 REPAIR & REHABILITATION SOR September 201154

13.0 REPAIR & REHABILITATION CodeNo


13.1 Removal of existing cement concrete wearing coat manually or

with the help of jack hammers including its disposal within a lead of

1000 metres, complete as per technical specification without

causing any detrimental effect to any part of the bridge structure as

per clause 2809, 100 of MoRT&H Specification. sqm. 72.00

13.2 Removal of existing asphaltic wearing coat comprising of 50 mm

thick asphaltic concrete laid over 12 mm thick mastic asphalt

including disposal with all lift and lead upto 1000 m as per clause

2809, 100 of MoRT&H Specification. sqm 54.00

13.3 Guniting (Minimum density 2T/Cum.) on concrete/masonry surface

with wire mesh size 50x50mm of wire thickness 3mm and cementmortar 1:3, applied with compressor after cleaning surface and

applying with epoxy complete as per technical specification as per

clause 2807 of MoRT&H Specification. sqm. 900.00

13.4 Providing and inserting nipples with approved fixing compound

after drilling holes for grouting as per technical specification

including subsequent cutting/ removal and sealing of the holes as

necessary of nipples after completion of grouting with cement/

Epoxy as per clause 2807 of MoRT&H Specification.

13.4.1 Cement grout as per clause 2800 & 2806 of MoRT&H

specification. Each 72.00

13.4.2 Epoxy grout as per clause 2800 & 2803 of MoRT&H

specification. Each 72.00

13.5 Sealing of cracks/ porous concrete with following by injection

process through nipples including cost of material and labour

complete as per drawing and technical specification complete.

13.5.1 Cement grout as per clause 2800 & 2806 of MoRT&H

specification. Kg 97.00

13.5.2 Epoxy grout as per clause 2800 & 2803 of MoRT&H

specification. Kg. 905.00

13.5.3 Cement mortar (1:1) grout as per clause 2800 & 2806 ofMoRT&H specification. Kg. 93.00

13.6 Patching of damaged concrete surface with polymer concrete and

curing compounds, initiator and promoter, available in present

formulations, to be applied as per instructions of manufacturer and

as approved by the Engineer complete as per clause 2800 of

MoRT&H specification. sqm 454.00

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SUBHEAD – 13.0 REPAIR & REHABILITATION SOR September 201155

CodeNo


13.7 Removal of defective concrete, cleaning the surface thoroughly,

applying the shotcrete mixture mechanically with compressed air

under pressure, comprising of cement, sand, coarse aggregates,

water and quick setting compound in the proportion as per clause

2807.1., sand and coarse aggregates conforming to IS: 383 and

table 1 of IS: 9012 respectively, water cement ratio ranging from

0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength

not less than 25 Mpa and workmanship conforming to clause

2807.6. complete as per clause 2807 of MoRT&H specification. sqm 229.00

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SUBHEAD – 14.0 HORTICULTURE SOR September 201156

14.0 HORTICULTURE CodeNo


14.1 Trenching in specified soil upto a depth of 60 cm. including

removal and stacking of serviceable materials and then disposal by

spreading and neatly leveling within a lead of 50 metres and

making up the trenched area to proper levels by filling with earth or

earth mixed with sludge or/and farm-yard manure before and after

flooding with water (excluding cost of imported earth and sludge or

farm-yard manure). cum 113.00

14.2 Supplying and stacking good earth at site of work.

Note: 1) Loading, unloading and carriage to be paid extra as per

actual lead.

2) Earth measured in stacks will be reduced by 20% foe payment cum 93.00

14.3 Supply at site of work well decayed farm yard manure, from any

available source, approved by the engineer in charge including

screening and stacking. cum 605.00

14.4 Supply at site of work/ store- deoiled neem cake duly packed in

used gunny bags. quintal 340.00

14.5 Supplying sludge duly stacked at site/ store. cum 100.00

14.6 Rough dressing the trenched ground including breaking of clods. 100 sqm 44.00

14.7 Uprooting weeds from the trenched area after 10 to 15 days of its

flooding with water including disposal of uprooted vegetation. 100 sqm 144.00

14.8 Fine dressing the ground. 100 sqm 109.00

14.9 Spreading of sludge farm yard manure or/ and good earth in

required thickness (cost of sludge, farm- yard manure or/and good

earth to be paid for separately). cum 15.35

14.10 Grassing with 'Doobs' grass including watering and maintenance of

the lawn for 30 days or more till the grass forms a thick lawn free

from weeds and fit for moving including supplying good earth if

needed.

14.10.1 In rows 15 cm apart in either direction sqm 12.00

14.10.2 In rows 7.5 cm apart in either direction sqm 21.00

14.11 Uprooting rank vegetation and weeds by digging the area to a

depth of 60 cm removing all weeds and other growth with roots by

forking repeatedly, breaking, clods, rough dressing, flooding with

water, uprooting fresh growth after 10 to 15 days and then fine

dressing for planting new grass, including disposal of all rubbish

with all leads and lifts. 100 sqm 1,808.00

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14.12 Filling mixture of earth and sludge farm-yard manure in the desired

proportion in trenches, flooding with water and leveling (cost of

supplying earth and sludge or farm yard manure and labour for

mixing not included in this rate). cum 5.45

14.13 Flooding the ground with water including making kiaries and

dismantling the same. 100 sqm 122.00

14.14 Turfing slopes of new banks with rough grassing including

preparation of ground by loosening soil with kassi, flooding with

water, rough dressing, fine dressing, supplying and spreading farm

yard manure at the rate of 0.18 cum per 100 sqm and supplying

and planting doob grass roots at 15 cm apart, complete.

14.14.1 Of Old banks sqm 21.00

14.14.2

Of New banks

sqm

19.0014.15 Making lawns including ploughing and breaking of clod, removal of

rubbish, dressing and supplying doobs grass roots and planting at

15 cm apart, including supplying and spreading of farm yard

manure at rate of 0.18 cum per 100 sqm. sqm 31.00

14.16 Maintenance of lawns or Turfing of slopes (rough grassing) for a

period of one year including watering etc. sqm 160.00

14.17 Turfing lawns with fine grassing including ploughing, dressing

including breaking of clods, removal of rubbish, dressing and

supplying doobs grass roots at 10 cm apart, including supplying

and spreading of farm yard manure at rate of0.6 cum per 100 sqm. sqm 36.00

14.18 Maintenance of Lawns with Fine Grassing for the First Year sqm 156.00

14.19 Planting permanent hedges including digging of trenches, 60 cm

wide and 45 cm deep, refilling the excavated earth mixed with

farmyard manure, supplied at the rate of 4.65 cum per 100 metres

and supplying and planting hedge plants at 30 cm apart. metre 193.00

14.20 Maintenance of Hedge for one year metre 148.00

14.21 Planting Flowering Plants and Shrubs in Central Verge. km 64,312.00

14.22 Maintenance of Flowering Plants and Shrubs in Central Verge for

one Year. km 152,400.00

14.23 Renovation lawns including, weeding, forking the ground, top

dressing with forked soil, watering and maintenance the lawns, for

30 days or more, till the grass forms a thick lawn, free from weeds,

and fit for moving and disposal of rubbish as directed, including

supplying good earth, if needed but excluding the cost of well

decayed farm yard manure. sqm 11.55

14.24 Digging holes in all kinds of soil and refilling the same with the

excavated earth mixed with well decayed farm yard manure (cost

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of well decayed farm yard manure to be paid separately).

14.24.1 Hole 1.2 m dia and 1.2 m deep one hole 279.00



14.25 Planting of trees by the road side (Avenue trees) in 0.60 m dia

holes, 1 m deep dug in the ground, mixing the soil with decayed

farm yard/sludge manure, planting the saplings, backfilling the

trench, watering, fixing the tree guard and maintaining the plants

for one year. each 846.00

14.26 Half brick circular tree guard, in 2nd class brick, internal diametre

1.25 metres, and height 1.2 metres, above ground and 0.20 metre

below ground, bottom two courses laid dry, and top three courses

in cement mortar 1:6 ( 1 cement 6 sand) and the intermediatecourses being in dry honey comb masonry, as per design

complete. each 1,067.00

14.27 Edging with 2nd class bricks, laid dry lengthwise, including

excavation, refilling, consolidation, with a hand packing and

spreading nearly surplus earth within a lead of 50 metres. metre 21.00

14.28 Making tree guard 53 cm dia and 1.3 m high as per design from

empty bitumen drum, slit suitably to permit sun and air, (supplied

by the department at stock issue rate) including providing and

fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all

respect. each 621.00

14.29 Making tree guard 53 cm dia and 2 metres high as per design from

empty bitumen drums, slit suitably to permit sun and air, ( supplied

by the department at stock issue rate) including providing and

fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard

and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with

rivets complete in all respects. each 1,032.00

14.30 Wrought iron and mild steel welded work) (using angles, square

bars, tees and channel grills, grating frames, gates and tree guards

of any size and design etc. including cost of screens and welding

rods or bolts and nuts complete fixed in position but without the

cost of excavation and concrete for fixing which will be paid

separately. quintal 7,107.00

14.31 Providing and fixing MS iron tree guard 60 cm dia and 2 metre high

above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3

mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two

halves, bolted together with 8 mm dia and 30 mm long bolts

including painting two coats with paint of approved brand over a

coat of priming, complete in all respects.

each tree

guard 1,876.00

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14.32 Providing and fixing tree guard 0.60 metre square, 2.00 metre high

fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm

and steel wire3 mm dia welded and fabricated as per design in two

halves bolted together.

each tree

guard 2,465.00

14.33 Planting trees as compensatory afforestation at the rate of 290

trees per hectare at a spacing of 6 m by grubbing and leveling the

ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m

deep, mixing farm yard/sludge manure with soil, planting of sapling

2 m high with 25 cm dia stem, backfilling the hole and watering. hectare 138,497.00

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SUBHEAD – 15.0 SEWER WORK SOR September 201160

15.0 SEWER WORKS CodeNo


15.1 Providing at site, lowering & laying in trenches, aligning & jointing of

RCC pipes NP4 class (with s/s ends) as per IS: 458 - 2003 (amendedup to date) at all depths with Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as

per drawing, sectional testing of the sewer pipe line (including cost

and conveyance of water to site) etc., complete as per specification

and / or as directed by Engineer.



















RCC pipes NP3 class (with s/s ends) as per IS: 458 - 1988 (amended

up to date) at all levels with Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as


and conveyance of water to site) etc., complete as directed by

Engineer.





15.2.5 350 mm internal diameter metre 1,289.0015.2.6 400 mm internal diameter metre 1,444.00







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RCC pipes NP2 class (with s/s ends) as per IS: 458 - 1988 (amended

up to date) at all levels with Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as


and conveyance of water to site) etc., complete as directed by

Engineer.



15.3.3 250 mm internal diametermetre 482.0015.3.4 300 mm internal diameter metre 652.00










15.3.14 1100 mm internal diameter metre 4,357.0015.3.15 1200 mm internal diameter metre 5,405.00



15.4 Providing granular bedding having width = outer dia of pipe (Bc) +

500mm, thickness below pipe = 0.25Bc or 100mm (whichever is

higher) and haunching = 0.5Bc, with graded hard crusher broken

stone of 100% passing through 20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 % retain on 6.3mm sheive, laying in

layers of thickness 10/15cm including ramming, consolidation etc

complete for RCC pipes of following sizes as per drawing and or as

directed by Engineer.

15.4.1 150 mm internal diameter RCC pipe metre 88.0015.4.2 200 mm internal diameter RCC pipe metre 103.00

15.4.3 250 mm internal diameter RCC pipe metre 116.00






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15.4.16 1400 mm internal diameter RCC pipe metre 1,008.00


15.5 Providing and laying plain cement concrete M15 grade (using

mechanical concrete mixer) using 20mm graded hard crusher broken

stone aggregate, laying in layers of not more than 15cm thick, for

bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc

(whichever is higher), thickness below pipe = 0.25Bc or 100mm

(whichever is higher) and haunching = 0.25Bc, for RCC pipes offollowing sizes, including compaction, curing, formwork, etc complete

as per drawing and/ or as directed by Engineer.









15.5.9 600 mm internal diameter RCC pipe metre 791.0015.5.10 700 mm internal diameter RCC pipe metre 999.00








15.6 Providing and laying reinforced cement concrete M15 grade (using

mechanical concrete mixer) with 0.4% steel reinforcement) using

20mm graded hard crusher broken stone aggregate, laying in layers

of not more than 15cm thick, for bedding having width = outer dia of

pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below

pipe = 0.25Bc or 100mm (whichever is higher) and haunching =

0.25Bc, for RCC pipes of following sizes, including reinforcement,

compaction, curing, formwork, etc complete as per drawing and/ or as

directed by Engineer.



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15.6.16 1400 mm internal diameter RCC pipemetre 5,675.00


15.7 Providing and laying granular bedding in layers of not more than

15cm thick, for bedding having width = outer dia of pipe (Bc) +

500mm, thickness below pipe = 0.25Bc or 100mm (whichever is

higher), haunching = 0.5Bc and reinforced cement concrete M15

grade (using mechanical concrete mixer) with 1% steel reinforcement)

using 20mm graded hard crusher broken stone aggregate to cover

pipe having width = outer dia of pipe (Bc) + 200mm or 1.25Bc

(whichever is higher), thickness over pipe = 0.25Bc or 100mm

(whichever is higher) for RCC pipes of following sizes, including

reinforcement, compaction, curing, form work, etc complete as per

drawing and/ or as directed by Engineer.


















15.8 Providing and constructing of brick masonry circular manholes of

"Type-A" with internal dia 0.90m and depth upto 1.65m having

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230mm thick brick masonry wall in cement sand mortar 1:4, including

concreting PCC M-10 grade (1:4:8) for 225mm thick foundation

including curing compaction and form work etc complete, PCC M15

for benching and channel portion, RCC M20 for 200mm thick coverslab including reinforcement, PCC M20 for fixing the manhole frame

and cover using stone aggregate 20mm nominal size, 20mm thick

inside and outside plaster in C. M. 1:3, inside plaster finished with

floating coat of neat cement, vata in CM1:1 around pipe entering and

leaving the manhole and also at the junction of masonry and concrete

slab, providing and fixing of SFRC foot steps of approved make at

every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty

SFRC manhole frame and cover as per IS 12592 (Part I and II)

having clear opening of 560mm, including refilling of Jhiri, including

curing, watering, ramming, hydro testing of manhole, conveyance &

cost of water, and dewatering complete as directed by the Engineer.

Note-Only Excavation work will be measured and paid separately.

15.8.1 Manhole "Type-A" of depth 0.90 m eachmanhole 9,961.00

15.8.2 Providing and constructing extra depth of manhole

"Type-A" for depth beyond 0.90 m and upto 1.65 m as

per drawing and direction of Engineer. metre 4,171.00


"Type-B" with internal dia 1.20m and depth upto 2.50m having brick

masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to

2.50m in cement sand mortar 1:4, including concreting PCC M-10

grade (1:4:8) for 225mm thick foundation including curing compaction

and form work etc complete, PCC M15 for benching and channel

portion, RCC M20 for 200mm thick cover slab including

reinforcement, PCC M20 for fixing the manhole frame and cover

using stone aggregate 20mm nominal size, 20mm thick inside and

outside plaster in C. M. 1:3, inside plaster finished with floating coat of

neat cement, vata in CM1:1 around pipe entering and leaving the

manhole and also at the junction of masonry and concrete slab,

providing and fixing of SFRC foot steps of approved make at every

0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC

manhole frame and cover as per IS 12592 (Part I and II) having clear

opening of 560mm, including refilling of Jhiri, including curing,

watering, ramming, hydro testing of manhole, conveyance & cost of

water, and dewatering complete as directed by the Engineer. Note-

Only Excavation work will be measured and paid separately.

15.9.1 Manhole "Type-B" of depth 1.70 m each

manhole 19,185.0015.9.2 Providing and constructing extra depth of manhole

"Type-B" for depth beyond 1.70 m and upto 2.50 m as



"Type-C" with internal dia 1.50m and depth upto 5.0m having brick


2.50m and 460mm from 2.50 to 5.0m in cement sand mortar 1:4,

including concreting PCC M-10 grade (1:4:8) for 225mm thick

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foundation including curing compaction and form work etc complete,

PCC M15 for benching and channel portion, RCC M20 for 200mm

thick cover slab including reinforcement, PCC M20 for fixing the

manhole frame and cover using stone aggregate 20mm nominal size,20mm thick inside and outside plaster in C. M. 1:3, inside plaster

finished with floating coat of neat cement, vata in CM1:1 around pipe

entering and leaving the manhole and also at the junction of masonry

and concrete slab, providing and fixing of SFRC foot steps of

approved make at every 0.30m height fixed in CM 1:3, supplying and

fixing heavy duty SFRC manhole frame and cover as per IS 12592

(Part I and II) having clear opening of 560mm, including refilling of

Jhiri, including curing, watering, ramming, hydro testing of manhole,

conveyance & cost of water, and dewatering complete as directed by

the Engineer. Note-Only Excavation work will be measured and paid

separately.

15.10.1 Manhole "Type-C" of depth 2.60 m each


"Type-C" for depth beyond 2.60 m and upto 5.0 m as per

drawing and direction of Engineer. metre 11,831.00


"Type-D" with internal dia 1.50m and depth upto 9.0m having brick


2.50m, 460mm from 2.50 to 5.0m and 575mm from 5.0 to 9.0m in

cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8)

for 225mm thick foundation including curing compaction and form

work etc complete, PCC M15 for benching and channel portion, RCC

M20 for 200mm thick cover slab including reinforcement, PCC M20

for fixing the manhole frame and cover using stone aggregate 20mm

nominal size, 20mm thick inside and outside plaster in C. M. 1:3,

inside plaster finished with floating coat of neat cement, vata in CM1:1

around pipe entering and leaving the manhole and also at the junction

of masonry and concrete slab, providing and fixing of SFRC foot

steps of approved make at every 0.30m height fixed in CM 1:3,

supplying and fixing heavy duty SFRC manhole frame and cover as

per IS 12592 (Part I and II) having clear opening of 560mm, including

refilling of Jhiri, including curing, watering, ramming, hydro testing of

manhole, conveyance & cost of water, and dewatering complete as

directed by the Engineer. Note-Only Excavation work will be

measured and paid separately.

15.11.1 Manhole "Type-D" of depth 5.10 m each


"Type-D" for depth beyond 5.10 m and upto 9.0 m as per

drawing and direction of Engineer. metre 14,843.00


"Type-E" with internal dia 1.80m and depth upto 14.0m having brick


2.50m, 460mm from 2.50 to 5.0m, 575mm from 5.0 to 9.0m and

690mm from 9.0 to 14.0m in cement sand mortar 1:4, including

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for benching and channel portion, RCC M20 for 200mm thick cover

slab including reinforcement, PCC M20 for fixing the manhole frameand cover using stone aggregate 20mm nominal size, 20mm thick










Note-Only Excavation work will be measured and paid separately.

15.12.1 Manhole "Type-E" of depth 9.10m each


"Type-E" for depth beyond 9.10 m and upto 14.0 m as


15.13 Providing and constructing of sewer brick masonry circular manholes

of "Type-A" with internal dia 0.90m and depth upto 1.65m having

230mm thick sewer brick masonry wall in cement sand mortar 1:4,




thick cover slab including reinforcement, PCC M20 for fixing the

manhole frame and cover using stone aggregate 20mm nominal size,

20mm thick inside and outside plaster in C. M. 1:3, inside plaster










separately.

15.13.1 Manhole "Type-A" of depth 0.90 m each

manhole 10,085.00

15.13.2 Providing and constructing extra depth of manhole"Type-A" for depth beyond 0.90 m and upto 1.65 m with

sewer brick masonary including 20mm plaster inside and

outside as per drawing and direction of Engineer. metre 4,445.00


of "Type-B" with internal dia 1.20m and depth upto 2.50m having

sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from

1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC

M-10 grade (1:4:8) for 225mm thick foundation including curing

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reinforcement, PCC M20 for fixing the manhole frame and coverusing stone aggregate 20mm nominal size, 20mm thick inside and











15.16.1 Manhole "Type-D" of depth 5.10m each


"Type-D" for depth beyond 5.10 m and upto 9.0 m with




of "Type-E" with internal dia 1.80m and depth upto 14.0m having

sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from

1.50m to 2.50m, 460mm from 2.50 to 5.0m, 575mm from 5.0 to 9.0m

and 690mm from 9.0 to 14.0m in cement sand mortar 1:4, including




slab including reinforcement, PCC M20 for fixing the manhole frame











Note-Only Excavation work will be measured and paid separately

15.17.1 Manhole "Type-E" of depth 9.10m eachmanhole 154,997.00


"Type-E" for depth beyond 9.10 m and upto 14.0 m with



15.18 Providing and constructing of RR stone masonry circular manholes of

"Type-A" with internal dia 0.90m and depth upto 1.65m having

300mm thick RR stone masonry wall in cement sand mortar 1:4,

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thick cover slab including reinforcement, PCC M20 for fixing themanhole frame and cover using stone aggregate 20mm nominal size,

20mm thick inside and outside plaster in C. M. 1:3, inside plaster










separately

15.18.1 Manhole "Type-A" of depth 0.90 m eachmanhole 10,646.00


"Type-A" for depth beyond 0.90 m and upto 1.65 m with

RR stone masonary including 20mm plaster inside and



"Type-B" with internal dia 1.20m and depth upto 2.50m having RR

stone masonry wall 300mm thick upto 1.5m, 350mm thick from 1.50m

to 2.50m in cement sand mortar 1:4, including concreting PCC M-10




reinforcement, PCC M20 for fixing the manhole frame and cover

using stone aggregate 20mm nominal size, 20mm thick inside and










Only Excavation work will be measured and paid separately

15.19.1 Manhole "Type-B" of depth 1.70 m eachmanhole 19,386.00


"Type-B" for depth beyond 1.70 m and upto 2.50 m with




"Type-C" with internal dia 1.50m and depth upto 5.0m having RR


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to 2.50m, 450mm from 2.50 to 5.0m, 600mm from 5.0 to 9.0m and

700mm from 9.0 to 14.0m in cement sand mortar 1:4, including

concreting PCC M-10 grade (1:4:8) for 225mm thick foundationincluding curing compaction and form work etc complete, PCC M15


slab including reinforcement, PCC M20 for fixing the manhole frame










cost of water, and dewatering complete as directed by the Engineer.Note-Only Excavation work will be measured and paid separatel

15.22.1 Manhole "Type-E" of depth 9.10m each

manhole 127,821.00


"Type-D" for depth beyond 9.10 m and upto 14.0 m with



15.23 Providing and constructing of RCC M-20 grade cast-in-situ circular

manholes of "Type-E" with internal dia 1.40m and depth upto 3.50m

having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-

20 grade base slab (foundation), PCC M15 for benching and channel

portion, RCC M20 for 200mm thick cover slab, PCC M20 250mm

thick for fixing the manhole frame and cover, vata in CM1:1 around

pipe entering and leaving the manhole, providing and fixing of SFRC

foot steps of approved make at every 0.30m height, supplying and


(Part I and II) having clear opening of 560mm, including form work,

reinforcement, curing, watering, hydro testing of manhole,

conveyance & cost of water, dewatering etc. complete as directed by


separately.

15.23.1 Manhole of depth 1.8m as per drawing and direction of

Engineer.

each

manhole 31,435.00

15.23.2 Providing and constructing extra depth of manhole for

depth beyond 1.8 m and upto 3.5 with 150mm thick RCCM-20 wall as per drawing and direction of Engineer. metre 8,050.00








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reinforcement, curing, watering, hydro testing of manhole,conveyance & cost of water, dewatering etc. complete as directed by


separately.


Engineer.

each

manhole 33,578.00


depth beyond 1.8 m and upto 3.5 with 150mm thick RCC

M-20 wall as per drawing and direction of Engineer. metre 8,500.00














separately.


Engineer.

each

manhole 34,411.00

15.25.2 Providing and constructing extra depth of manhole fordepth beyond 1.8 m and upto 3.5 with 150mm thick RCC












reinforcement, curing, watering, hydro testing of manhole,conveyance & cost of water, dewatering etc. complete as directed by


separately.


Engineer.

each

manhole 39,936.00




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20 grade base slab (foundation), PCC M15 for benching and channelportion, RCC M20 for 200mm thick cover slab, PCC M20 250mm









separately.


Engineer.

each

manhole 42,982.00
















separately.


Engineer.

each

manhole 50,330.00





manholes of "Type-F" with internal dia 1.4m and depth upto 8.0m (2.0

in conical shape) having 150 mm thick RCC M-20 wall, including 350

mm thick RCC M-20 grade base slab (foundation), PCC M15 forbenching and channel portion, PCC M20 250mm thick for fixing the

manhole frame and cover, vata in CM1:1 around pipe entering and

leaving the manhole, providing and fixing of SFRC foot steps of

approved make at every 0.30m height, supplying and fixing heavy

duty SFRC manhole frame and cover as per IS 12592 (Part I and II)

having clear opening of 560mm, including form work, reinforcement,

curing, watering, hydro testing of manhole, conveyance & cost of

water, dewatering etc. complete as directed by the Engineer. Note-

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Engineer.

each

manhole 36,771.00




manholes of "Type-F" with internal dia 1.5m and depth upto 8.0m (2.0

in conical shape) having 150 mm thick RCC M-20 wall, including 350

mm thick RCC M-20 grade base slab (foundation), PCC M15 for

benching and channel portion, PCC M20 250mm thick for fixing the










Engineer.

each

manhole 39,307.00





manholes of "Type-F" with internal dia 1.55m and depth upto 8.0m

(2.0 in conical shape) having 150 mm thick RCC M-20 wall, including

350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for

benching and channel portion, PCC M20 250mm thick for fixing themanhole frame and cover, vata in CM1:1 around pipe entering and









Engineer.

each

manhole 39,926.00



M-20 wall as per drawing and direction of Engineer. metre 9,629.0015.32 Providing and constructing of RCC M-20 grade cast-in-situ circular








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water, dewatering etc. complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately.


Engineer.

each

manhole 44,426.00


















Engineer.

each

manhole 49,633.00




15.33.3 Providing and constructing extra depth of manhole fordepth beyond 8.0 m and upto 12.0 with 150mm thick

RCC M-20 wall as per drawing and direction of Engineer. metre 13,951.00











curing, watering, hydro testing of manhole, conveyance & cost ofwater, dewatering etc. complete as directed by the Engineer. Note-



Engineer.

each

manhole 52,459.00




15.34.3 Providing and constructing extra depth of manhole for metre 15,243.00

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depth beyond 8.0 m and upto 12.0 with 150mm thick

RCC M-20 wall as per drawing and direction of Engineer.

15.35 Construction of road side inspection chamber of "Type-A" with

internal dia 450mm and depth of 900mm with 200 mm thick PCC M10in foundation, 75mm thick PCC M15 flooring in slop, 230mm thick

brick masonry/ RR stone masonry in CM (1:4), 20mm thick inside and

outside plastering with CM (1:3), inside plaster finished with neat coat

of cement, with 560mm dia SFRC MD manhole frame and cover

embedded in 200mm thick PCC M20 grade concrete, refilling of Jhiri

with watering and ramming including fixing 2 Nos. 110 OD uPVC pipe

pieces and plugging the same etc complete as per approved drawing

and/or directed by Engineer.

Note : Only Excavation work will be measured and paid separately

15.35.1 With brick masonry wall 230mm thick each 5,218.00

15.35.2 With RR stone masonry wall 300mm thick each 5,725.00

15.36 Providing at site, lowering & laying in trenches, aligning & jointing ofuPVC pipes of class III (6 kg/ cm2) as per IS: 4985 and as per

specification with rubber ring with socket and spigot joint,

(EPDM/SBR) for all depths including well graded granular bedding

(Type-E) for pipe length as per drawing and specification including

hydraulic field testing and commissioning etc complete as directed by

Engineer.

15.36.1 110mm dia metre 289.00

15.36.2 160mm dia metre 502.00

15.37 Providing and making connection to the manhole/ road side chamber/

property chamber by cutting hole in wall, making good the same with

brick work/ stone masonry work in cement mortar 1:4, plaster in

cement mortar 1:3, encasement of pipe at manhole with 75mm thick

M15 grade concrete etc complete as directed by Engineer. each 498.00

15.38 Providing uPVC (class-III) drop connection externally upto 1m drop

from branch sewer line to main sewer manhole including inspection

and cleaning eye, uPVC drop pipe and bend encased alround with

cement concrete M15 (1:2:4) with all form work required, cutting holes

in walls and making good with brick/ stone masonry work in cement

sand mortar 1:4 plastered with cement sand mortar 1:3, with stiff

cement mortar 1:1 around uPVC pipe in masonary wall, making

required channels complete as per standard design and specifications

and/ or as directed by Engineer :

15.38.1 110mm dia each 4,430.00

15.38.2 160mm dia each 7,138.00

15.39 Add extra for additional drop depth of uPVC (class-III) over item No10.26 Complete as per standard design and specifications and/ or as

directed by Engineer :

15.39.1 110mm dia metre 1,144.00

15.39.2 110mm dia metre 1,521.00

15.40 Providing, fixing and erecting precast RCC (M20) Vent shaft with

cowl, 125mm and 225mm internal and external dia respectively at

top, 300mm and 450mm internal and external dia at bottom and 9.0m

over all length, bottom 1.175m below ground level fixed in the pit each 27,830.00

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900mmx900mmx1500mm with PCC M15, 250mm in bed and

minimum 200mm all around with top 150mm in PCC M15 with 20mm

nominal size graded stone aggregate , junction of vent shaft and

concrete grouted with cement mortar 1: including making connectionwith sewer manhole with 150mm dia NP4 RCC pipe (IS 458-

ammended upto date) as required including Type-A bedding complete

as per standard design and finished with water proofing cement of

approved brand as per drawings and/or as directed by Engineer. Note

: Only Excavation work will be measured and paid separately

15.41 Raising circular manhole with circular cover 560mm dia and frame

slab to required level including dismantling existing slab, taking out

the existing CI frame & cover of manhole and raising it upto ground/

road level, refixing of frame and cover in M15 (1:2:4) concrete all

around the frame, including making good the damage, form work,

curing, complete as directed by Engineer. (Brick work of raising depth

of manhole to be paid separately) each 340.00

15.42 Lowering of circular manhole with circular cover 600mm dia andframe slab to required level including dismantling existing slab and

manhole wall, taking out the existing CI frame & cover of manhole

and lowering it upto ground/ road level, refixing of frame and cover in

M15 (1:2:4) concrete all around the frame, including making good the

damage, form work, curing, complete as directed by Engineer.

(Dismantling of brick work depth of manhole to be paid separately) each 340.00

15.43 Supplying & fixing 560mm dia SFRC manhole frame & cover in

existing manholes including grouting the frame in PCC M-15 complete

in all respect as directed by the Engineer.

15.43.1 HD-20 each 2,231.00

15.43.2 EHD-35 each 2,798.00

15.44 Supplying & fixing 560mm dia SFRC manhole cover in existingmanholes frame complete in all respect as directed by the Engineer.

15.44.1 HD-20 each 1,437.00

15.44.2 EHD-35 each 1,861.00

15.45 Empting of septic tank/ soakage well etc, disposing of sludge within a

lead of 5km and taking out sewage including refilling with local earth,

ramming and compaction in layers, cleaning of site. each 2,709.00

15.46 Providing uPVC (class-III) drop connection externally for depth from

0.60 m and upto 1.0 m drop from branch sewer line to main sewer

manhole or vise versa including inspection and cleaning eye, uPVC

drop pipe and bend encased around with cement concrete M15 with

all form work, cutting holes in walls and making good with brick/ stone

masonary work in cement sand mortar 1:4 plastered with cementsand mortar 1:3 with stiff cement mortar 1:1 around uPVC pipe in

masonary wall, making required channels complete as per standard

design and specifications and/ or as the directed of the Engineer:

15.46.1 (i) 200 mm dia Each 10,404.00

15.46.2 (ii) 250 mm dia Each 18,094.00

15.46.3 (iii) 315 mm dia Each 32,490.00

15.47 Add extra for additional drop depth of uPVC (class-III) drop

connection beyond 1.0 m complete as per standard specification and

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the direction of the Engineer. (To be paid for actual depth beyond 1.0

m)

15.47.1 (i) 200 mm dia metre 3,487.00

15.47.2 (ii) 250 mm dia metre 4,143.00

15.47.3 (iii) 315 mm dia metre 5,170.00

15.48 Providing, lowering & laying in trenches, aligning & jointing of SW

pipes at all depths with rubber gaskets (EPDM/ SBR) for sewer lines

as per IS including cost of Rubber gaskets, lubricants and sectional

testing of the sewer pipe line (including the cost and conveyance of

water to site for testing) complete in all respect as per specification

and the directed of the Engineer.

15.48.1 (i) 100 mm dia metre 205.00

15.48.2 (ii) 150 mm dia metre 296.00

15.48.3 (iii) 200 mm dia metre 449.00

15.48.4 (iv) 250 mm dia metre 653.00

15.48.5 (v) 300 mm dia metre 1,020.00

15.49 Providing, fixing and constructing of pre-cast RCC M-40 grade

Manhole including shuttering, reinforcement steel, testing for water

tightness and fixing ferro-cement foot steps complete in all respect

(excluding the cost of manhole cover and frame) as per specification

and the direction of the Engineer.(Note:- Excavation of earth work and

road cutting for manhole will be measured and paid separately)

15.49.1 > 2.7Mtr. and up to 3.0 mtr deep to invert Each 17,932.00

15.49.2 > 3.0 Mtr. and up to 3.3mtr deep to invert Each 19,354.00

15.49.3 > 3.3 Mtr. and up to 3.6 mtr deep to invert Each 20,776.00


15.49.5 > 3.9Mtr. and up to 4.2 mtr deep to invert Each 23,620.0015.49.6 > 4.2 Mtr. and up to 4.5 mtr deep to invert Each 25,444.00





15.49.11 > 5.7Mtr. and up to 6.0 mtr deep to invert Each 32,641.00





15.49.16 > 7.2 Mtr. and up to 7.5 mtr deep to invert Each 46,589.0015.49.17 > 7.5 Mtr. and up to 7.8 mtr deep to invert Each 48,209.00





15.50 Supply of laboratory equipments like Analytical Balance, Autoclave,

Dissolved Oxygen Sampler, Drying Oven, Hot Plates, Incubator, Set 346,338.00

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Microscope, Binocular, Membrane Filter Assembly, Muffle Furnace,

PH Meter portable, Refrigerator (165 ltr.), Sludge Sampler, Soxhlet

extraction unit, Turbidity meter, Vacuum pump, Water bath

(thermostat controlled) and Glass wares of approved make includinganalytical chemicals and commissioning as per technical specification

and the direction of the Engineer.

15.51 Supply and fixing of CI Sluice Gate of following size as per AWWA

C501 or IS:13349 including all taxes freight, loading and unloading,

fitting in position including cost of labour, jointing material with nut

bolts and giving satisfactory testing etc. complete in all respect as per

specification and the direction of the Engineer.

15.51.1 (i) Size : 300mm X 300mm Each 205,084.00

15.51.2 (ii) Size : 400mm X 400mm Each 237,870.00

15.51.3 (iii) Size : 500mm X 750mm Each 265,075.00

15.51.4 (iv) SIze : 600mm X 600mm Each 304,138.00

15.51.5 (v) Size : 700mm X 700mm Each 383,661.0015.51.6 (vi) Size : 800mm X 800mm Each 433,885.00

15.51.7 (vii) Size : 900mm X 900mm Each 463,881.00

15.51.8 (viii) Size :1000mm X 1000mm Each 526,662.00

15.51.9 (ix) Size : 1100mm X 1100mm Each 604,091.00

15.51.10 (x) Size : 1200mm X 1200mm Each 691,984.00

15.51.11 (xi) Size : 1300mm X 1300mm Each 841,263.00

15.51.12 (xi) Size : 1400mm X 1400mm Each 911,020.00

15.51.13 (xi) Size : 1500mm X 1500mm Each 1,017,050.00

15.52 Supply, fabrication and fixing of stainless steel (SS-316) Bar screen

(manually raked) with flat bar 50mm X 10mm suitable for mounting in

channel of specified size with inclination not more than 600

and amovable covered containers of 1 cum capacity complete in all respect

as per technical specification and the direction of the Engineer.

15.52.1.1 (i) Coarse Bar screen (manually raked) with 50mm clear

opening Each 358,973.00

15.52.1.2 (ii) Fine Bar screen (manually raked) with 20 mm clear

opening Each 513,021.00

15.53 Supply, fabrication and fixing of stainless steel (SS-316) Bar screen

(mechanically raked) with flat bar 50mm X 10mm suitable for

mounting in channel of specified size with inclination not more than

750 complete in all respect as per technical specification and the

direction of the Engineer.

15.53.2.1 (i) Coarse Bar screen (mechanically raked) with 50mm

clear opening. Each 2,738,937.00

15.53.2.2 (ii) Fine Bar screen (mechanically raked) with 20 mm

clear opening Each 1,784,973.00

15.54 15.54.1 Supply and installation of Grit removal arrangement for

removing grit from manual grit chamber including control

valves and piping etc. complete in all respect as per the

direction of the Engineer. Each 50,472.00

15.54.2 Supply and installation of Grit Removal System by

detritor mechanism including reciprocating classifier on Each 1,606,050.00

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one side in an inclined position and organic return mixer,

organic washing pumps, interconnection pipes, valves

and accessories complete in all respect as per

specification and the direction of the Engineer.15.55 15.55.1 Providing, arranging, managing and maintaining 500

sq.ft. well furnished office and well equipped Laboratory

with 3 tables, 10 chairs, 2 steel almirah, one computer

with printer & operator, sufficient number of display etc.

to the satisfaction of the Project Manager including

Electrical, Water expenses etc. For execution of this item

the date of start shall be considered only when the

Contractor has actually rented/constructed the required

premises established the office & Laboratory as per

requirement. This item shall remain valid only for original

contact period; no additional payment shall be made for

whatsoever reason even if time extension if provided or

date of completion is extended. This office and laboratoryincluding furniture and all other equipment shall be

property of contractor after completion of Project. Month 17,900.00

15.55.2 Providing, arranging, managing and maintaining

minimum 350 sq.ft. office with two tables, 6 chairs, one

steel almirah, one computer with printer & operator,

sufficient number of display etc. fully furnished office to

the satisfaction of the Project Manager including

Electrical, Water expenses etc. For execution of this item

the date of start shall be considered only when the

Contractor has actually rented/constructed the required

premises established the office & Laboratory as per

requirement. This item shall remain valid only for original

contact period; no additional payment shall be made for

whatsoever reason even if time extension if provided or

date of completion is extended. This office and laboratory

including furniture and all other equipment shall be

property of contractor after completion of Project. Month 11,440.00

15.55.3 Providing, arranging, managing, and maintaining

minimum 250 sq.ft. well equipped Laboratory as per

specifications with two tables, 4 chairs, one steel almirah,

sufficient number of display etc. to the satisfaction of the

Project Manager including Electrical, Water expenses

etc. For execution of this item the date of start shall be

considered only when the Contractor has actually

rented/constructed the required premises established theLaboratory as per requirement. This item shall remain

valid only for original contact period; no additional

payment shall be made for whatsoever reason even if

time extension if provided or date of completion is

extended. This laboratory including furniture and all other

equipment shall be property of contractor after

completion of Project.

Month 8,355.00

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15.56. Providing at site, lowering & laying in trenches, aligning & jointing of

PVC-U pipes as per IS 15328 and as per specifications with rubber

rings with socket and spigot joint , (EPDM/SBR) for all depths

including well graded granular bedding (Type-E) for pipe length as perdrawing and specification including hydraulic field testing and

commissioning etc complete as directed by Engineer.

15.56.1 110 mm dia Each 210.00

15.56.2 160 mm dia Each 379.00

15.56.3 200 mm dia Each 555.00

15.56.4 250 mm dia Each 968.00

15.56.5 315 mm dia Each 1124.00

15.57 Providing PVC-U pipes as per IS 15328 drop connection externally for

depth from 0.60 m and upto 1.0 m drop from branch sewer line to

main sewer manhole or vise versa including inspection and cleaning

eye, PVC-U drop pipe and bend encased around with cement

concrete M15 with all form work, cutting holes in walls and makinggood with brick/ stone masonary work in cement sand mortar 1:4

plastered with cement sand mortar 1:3 with stiff cement mortar 1:1

around PVC-U pipe in masonary wall, making required channels

complete as per standard design and specifications and/ or as the

directed of the Engineer:

15.57.1 110 mm dia metre 4505.00

15.57.2 160 mm dia metre 7018.00

15.57.3 200 mm dia metre 9201.00

15.57.4 250 mm dia metre 14822.00

15.57.5 315 mm dia metre 25155.00

15.58 Add extra for additional drop depth of PVC-U pipes as per IS 15328

drop connection beyond 1.0 m complete as per standard specification

and the direction of the Engineer. (To be paid for actual depth beyond

1.0 m)

15.58.1 110 mm dia metre 2858.00

15.58.2 160 mm dia metre 3026.00

15.58.3 200 mm dia metre 3201.00

15.58.4 250 mm dia metre 3750.00

15.58.5 315 mm dia metre 4215.00

15.59 Providing, laying, jointing, testing and commissioning of GLASS

FIBRE REINFORCED PLASTIC (GRP) PIPES with integral socket

and spigot gasket joints rated at PN-3 working pressure & pipe

stiffness class SN-C (248 kPa) as per IS-14402:1996 for Use forSewerage Industrial Waste and Water (Other than potable) suitable

for underground application in standard length of 3 to12 m including

jointing materials (rubber rings of EPDM as required), transportation,

loading, unloading, stacking as per manufacturer’s recommendation

including all taxes and Duties etc. complete in all respect for following

sizes :

Note : E/w to be measured and paid separately.

15.59.1 200 mm dia metre 666.00

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15.59.2 250 mm dia metre 933.00

15.59.3 300 mm dia metre 1144.00

15.59.4 350 mm dia metre 1420.00

15.59.5 400 mm dia metre 1665.00

15.59.6 450 mm dia metre 2000.00

15.59.7 500 mm dia metre 2494.00

15.59.8 600 mm dia metre 3100.00

15.59.9 700 mm dia metre 4071.00

15.59.10 800 mm dia metre 4859.00

15.59.11 900 mm dia metre 6290.00

15.59.12 1000 mm dia metre 7525.00

15.59.13 1100 mm dia metre 8869.00

15.59.14 1200 mm dia metre 10631.00

15.59.15 1400 mm dia metre 13532.00

15.59.16 1600 mm dia metre 17528.00

15.60 Providing, lowering, laying, aligning, fixing in position in pipe line,

manually operated Knife Gate Valves of approved make for sewage

applications of PN 10 class with valve Body of Cast Iron IS 210 FG

260 / Ductile Iron,Seal Retainer ring with Stainless Steel ASTM A743

type CF8, Inlet Seal / Rubber Seals of EPDM Rubber, Knife gate of

Stainless Steel ASTM A 743 type 304, Bracket / Adaptor plate of

Carbon Steel IS : 2062 grade A and packing of PTFE impregnated

synthetic yarn of following dia complete in all respect (excluding

jointing and jointing material) including all material, labour, testing and

commissioning along with pipe line as per Technical Specifications

and as per direction of Engineer for following sizes.

15.60.1 80 mm dia. Each 9954.00

15.60.2 100 mm dia. Each 11656.00

15.60.3 125 mm dia. Each 13668.00

15.60.4 150 mm dia. Each 15986.00

15.60.5 200 mm dia. Each 23938.00

15.60.6 250 mm dia. Each 35879.00

15.60.7 300 mm dia. Each 49846.00

15.60.8 350 mm dia. Each 72863.00

15.60.9 400 mm dia. Each 95776.00

15.60.10 450 mm dia. Each 116248.00

15.60.11 500 mm dia. Each 160138.00

15.60.12 600 mm dia. Each 213367.00

15.60.13 700 mm dia. Each 336277.00

15.60.14 750 mm dia. Each 347249.00

15.60.15 800 mm dia. Each 505380.00

15.60.16 900 mm dia. Each 621095.00

15.60.17 1000 mm dia. Each 767365.00

15.60.18 1200 mm dia. Each 1089044.00

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SUBHEAD – 16.0 WATER SUPPLY SOR September 201183

16.0 WATER SUPPLY CodeNo


16.1 Providing, lowering, laying in trenches, aligning, fixing in positionand jointing socketed rubber gasket type ISI marked uPVC pipesof Class III (6 Kg/sqcm) suitable for potable water with rubber ring

joints (as per IS 4985-2000) of following outer dia with allaccessories (excluding specials) complete including all material,labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer. 16.1.1 90 mm dia metre 171.00

16.1.2 110 mm dia metre 233.00 16.1.3 125mm dia metre 290.00 16.1.4 140 mm dia metre 348.00 16.1.5 160 mm dia metre 447.00 16.1.6 180mm dia metre 560.00 16.1.7 200mm dia metre 694.00 16.1.8 225 mm dia metre 844.00 16.1.9 250 mm dia metre 1,059.00 16.1.10 280 mm dia metre 1,406.00 16.1.11 315 mm dia metre 1,719.0016.2 Providing, lowering, laying in trenches, aligning, fixing in position

and jointing ISI marked uPVC pipe fittings/ accessories of class III(6 Kg/sqcm) suitable for potable water with rubber rings joints inuPVC pipe pipe line at all levels/ depth including all material,labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer. 16.2.1 Equal Tee

16.2.1.1 90 mm dia each 640.00 16.2.1.2 110 mm dia each 923.00 16.2.1.3 125mm dia each 1,086.00 16.2.1.4 140 mm dia each 1,609.00 16.2.1.5 160 mm dia each 2,132.00 16.2.1.6 180mm dia each 3,410.00 16.2.1.7 200mm dia each 3,792.00 16.2.1.8 225 mm dia each 4,270.00 16.2.1.9 250 mm dia each 6,672.00 16.2.1.10 280 mm dia each 7,652.00 16.2.1.11 315 mm dia each 11,790.00 16.2.2 Double socketed 90 degree bend

16.2.2.1

90 mm dia

each 420.00 16.2.2.2 110 mm dia each 655.00 16.2.2.3 125mm dia each 792.00 16.2.2.4 140 mm dia each 977.00 16.2.2.5 160 mm dia each 1,329.00 16.2.2.6 180mm dia each 1,869.00 16.2.2.7 200mm dia each 2,131.00 16.2.2.8 225 mm dia each 3,384.00 16.2.2.9 250 mm dia each 5,244.00

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CodeNo


16.2.2.10 280 mm dia each 10,017.00 16.2.2.11 315 mm dia each 10,786.00 16.2.3 Double socketed 45/22.5/11.25 degree bend

16.2.3.1 90 mm dia each 463.00 16.2.3.2 110 mm dia each 638.00 16.2.3.3 125mm dia each 1,174.00 16.2.3.4 140 mm dia each 1,348.00 16.2.3.5 160 mm dia each 1,509.00 16.2.3.6 180mm dia each 2,454.00 16.2.3.7 200mm dia each 3,944.00 16.2.3.8 225 mm dia each 5,956.00 16.2.3.9 250 mm dia each 7,177.00 16.2.3.10 280 mm dia each 11,230.00 16.2.3.11 315 mm dia each 17,007.00

16.2.4

uPVC End Plug

16.2.4.1 90 mm dia each 98.00 16.2.4.2 110 mm dia each 152.00 16.2.4.3 125mm dia each 223.00 16.2.4.4 140 mm dia each 285.00 16.2.4.5 160 mm dia each 344.00 16.2.4.6 180mm dia each 482.00 16.2.4.7 200mm dia each 654.00 16.2.4.8 225 mm dia each 999.00 16.2.4.9 250 mm dia each 1,326.00 16.2.4.10 280 mm dia each 2,510.00

16.2.4.11 315 mm dia each 3,683.0016.3 Providing, lowering, laying in trenches, aligning, fixing in position

and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes asper IS: 8329-2000 (amended upto date), with internal cementmortar lining for potable water with rubber ring (EPDM/SBR) jointsas per IS: 5382-1985 (excluding special accessories) completeincluding all material, labour, hydraulic testing and commissioningas per Technical Specifications and as per direction of Engineer. 16.3.1 100mm metre 976.00

16.3.2 150mm metre 1,318.00 16.3.3 200mm metre 1,907.00 16.3.4 250mm metre 2,236.00

16.3.5 300mm metre 2,816.00 16.3.6 350 mm metre 3,465.00 16.3.7 400 mm metre 4,128.00 16.3.8 450 mm metre 4,795.00 16.3.9 500 mm metre 5,725.00 16.3.10 600mm metre 7,544.00 16.3.11 700mm metre 10,389.00 16.3.12 800mm metre 13,541.00 16.3.13 900mm metre 16,392.00

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CodeNo


16.3.14 1000mm metre 19,580.00 16.3.15 1100mm metre 27,005.0016.4 Providing, lowering, laying in trenches, aligning, fixing in position

and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as

per IS: 8329-2000 (amended upto date), with internal cementmortar lining for potable water with rubber ring (EPDM/SBR) jointsas per IS: 5382-1985 (excluding special accessories) completeincluding all material, labour, hydraulic testing and commissioningas per Technical Specifications and as per direction of Engineer. 16.4.1 100mm metre 1,118.00

16.4.2 150mm metre 1,513.00 16.4.3 200mm metre 2,068.00 16.4.4 250mm metre 2,715.00 16.4.5 300mm metre 3,427.00 16.4.6 350 mm metre 4,226.00 16.4.7 400 mm metre 5,038.00 16.4.8 450 mm metre 5,918.00 16.4.9 500 mm metre 6,987.00 16.4.10 600mm metre 9,203.00 16.4.11 700mm metre 11,753.00 16.4.12 800mm metre 14,565.00 16.4.13 900mm metre 17,626.00 16.4.14 1000mm metre 21,048.00 16.4.15 1100mm metre 27,535.0016.5 Providing, lowering, laying in trenches, aligning, fixing in position

and double flanged (screwed/ welded) centrifugally (spun) Ductileiron ISI marked K-9 grade pipes as per IS:8329-2000 (amended

upto date), (excluding jointing and special accessories) completeincluding all material, labour, hydraulic testing and commissioningas per Technical Specifications and as per direction of Engineer.

16.5.1 100mm metre 2,212.00

16.5.2 150mm metre 3,089.00

16.5.3 200mm metre 4,317.00

16.5.4 250mm metre 5,565.00

16.5.5 300mm metre 7,068.00

16.5.6 350 mm metre 9,239.00

16.5.7 400 mm metre 11,236.00

16.5.8 450 mm metre 16,263.00 16.5.9 500 mm metre 15,689.00

16.5.10 600mm metre 20,876.00

16.5.11 700mm metre 26,164.00

16.5.12 800mm metre 31,456.00

16.5.13 900mm metre 38,407.00

16.5.14 1000mm metre 46,695.00

16.5.15 1100mm metre 48438.00

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CodeNo


16.6 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths S&S standard specials with rubber ring(EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends,tapers, caps etc. within trenches in DI pipe line complete including

all material, labour, testing and commissioning along with pipe lineas per Technical Specifications and as per direction of Engineer. 16.6.1 Specials S&S DI K-7

16.6.1.1 Upto 300mm dia kg 80.00 16.6.1.2 Above 300mm dia kg 92.00 16.6.2 Specials S&S DI K-9

16.6.2.1 Upto 300mm dia kg 83.00 16.6.2.2 Above 300mm dia kg 95.00 16.6.3 Specials S&S DI K-12

16.6.3.1 Upto 300mm dia kg 130.00 16.6.3.2 Above 300mm dia kg 155.0016.7 Providing, lowering, laying, aligning, fixing in position at all level/

depths flanged standard specials such as tees, bends, tapers,caps etc. within trenches in DI pipe line complete as per TechnicalSpecifications and as per direction of Engineer. 16.7.1 Specials flanged DI K-7

16.7.1.1 Upto 300mm dia kg 63.00 16.7.1.2 Above 300mm dia kg 67.00 16.7.2 Specials flanged DI K-9

16.7.2.1 Upto 300mm dia kg 112.00 16.7.2.2 Above 300mm dia kg 118.00 16.7.3 Specials flanged DI K-12

16.7.3.1 Upto 300mm dia kg 157.00

16.7.3.2 Above 300mm dia kg 160.0016.8 Providing, lowering, laying, aligning, fixing in position at all level/

depths CI Class - B double flanged pipes of standard length of2.75m as per IS : 7181 in trenches complete (excluding jointingand jointing material) including all material, labour, testing andcommissioning along with pipe line as per Technical Specificationsand as per direction of Engineer.16.8.1 100mm metre 1,433.00

16.8.2 150mm metre 2,285.00 16.8.3 200mm metre 3,316.00 16.8.4 250mm metre 4,416.00 16.8.5 300mm metre 5,675.00

16.8.6 350 mm metre 6,964.00 16.8.7 400 mm metre 8,508.00 16.8.8 450 mm metre 10,252.00 16.8.9 500 mm metre 12,050.00 16.8.10 600mm metre 16,127.00 16.8.11 700mm metre 20,829.00 16.8.12 750mm metre 23,606.00 16.8.13 800mm metre 26,350.00 16.8.14 900mm metre 31,900.00

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CodeNo


16.8.15 1000mm metre 38,115.0016.9 Providing, lowering, laying, aligning, fixing in position at all level/

depths CI Class - B double flanged specials as per IS : 7181 intrenches complete (excluding jointing) including all material,

labour, testing and commissioning along with pipe line as perTechnical Specifications and as per direction of Engineer. 16.9.1 Standard specials kg 59.00

16.9.2 Non-standard specials kg 64.0016.10 Fabrication, supply of flanged/ plain ended MS pipe made from

MS sheet strips of relevant IS specification of approved thicknessby welding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete (excluding flanged jointing whereverrequired) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as perdirection of Engineer. 16.10.1 MS pipe upto 600mm dia (with minimum 5mm

thickness sheet) kg 100.00

16.10.2 MS pipe above 600mm dia (with minimum 6.3mmthickness sheet) kg 103.00

16.11 Fabrication, supply of flanged/ plain ended MS specials madefrom MS sheet strips of relevant IS specification of approvedthickness by welding, lowering, laying, aligning, fixing in position atall level/ depths in trenches complete (excluding flanged jointingwherever required) including all material, labour, testing andcommissioning along with pipe line as per Technical Specificationsand as per direction of Engineer.

16.11.1 MS pipe specials upto 600mm dia (with minimum5mm thickness sheet) kg 103.00

16.11.2 MS pipe specials above 600mm dia (with minimum6.3mm thickness sheet) kg 106.00

16.12 Providing and making flanged joints to double flanged C.I./ D.I.pipes and specials such as tees, bends, tapers, caps etc. at alllevel/ depths within trenches complete including all material i.e.rubber insertions, bolts & nuts etc, labour, testing of joint,commissioning along with pipe line as per Technical Specificationsand as per direction of Engineer.

16.12.1 100mm each 183.00 16.12.2 150mm each 257.00 16.12.3 200mm each 296.00 16.12.4 250mm each 436.00 16.12.5 300mm each 447.00 16.12.6 350 mm each 640.00

16.12.7 400 mm each 1,063.00 16.12.8 450 mm each 1,323.00 16.12.9 500 mm each 1,487.00 16.12.10 600mm each 1,968.00 16.12.11 700mm each 2,527.00 16.12.12 800mm each 2,554.00 16.12.13 900mm each 2,949.00 16.12.14 1000mm each 2,956.00 16.12.15 1100mm each 3,431.00

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16.13 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100grade for potable water as per IS 4984 (amended upto date) intrenches in complete including all material, labour, testing and

commissioning as per Technical Specifications and as perdirection of Engineer. 16.13.1 90 mm dia metre 238.00

16.13.2 110 mm dia metre 346.00 16.13.3 125mm dia metre 448.00 16.13.4 140 mm dia metre 561.00 16.13.5 160 mm dia metre 728.00 16.13.6 180mm dia metre 917.00 16.13.7 200mm dia metre 1,128.00 16.13.8 225 mm dia metre 1,430.00 16.13.9 250 mm dia metre 1,758.00 16.13.10 280 mm dia

metre

2,204.00 16.13.11 315 mm dia metre 2,781.0016.14 Providing, lowering, laying, aligning, fixing in position at and

jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade for potable water as per IS 8360 for fabricated(amended upto date) within pipe line in trenches completeincluding all material, labour, testing and commissioning as perTechnical Specifications and as per direction of Engineer.

16.14.1 Equal Tee

16.14.1.1 90 mm dia Each 461.00 16.14.1.2 110 mm dia Each 786.00 16.14.1.3 125mm dia Each 1,127.00

16.14.1.4

140 mm dia Each 1,552.00 16.14.1.5 160 mm dia Each 2,287.00 16.14.1.6 180mm dia Each 3,251.00 16.14.1.7 200mm dia Each 3,736.00 16.14.1.8 225 mm dia Each 4,429.00 16.14.1.9 250 mm dia Each 6,286.00 16.14.1.10 280 mm dia Each 8,558.00 16.14.1.11 315 mm dia Each 11,972.00 16.14.2 90 degree bend

16.14.2.1 90 mm dia Each 407.00 16.14.2.2 110 mm dia Each 689.00

16.14.2.3 125mm dia Each 982.00 16.14.2.4 140 mm dia Each 1,353.00 16.14.2.5 160 mm dia Each 1,990.00 16.14.2.6 180mm dia Each 2,827.00 16.14.2.7 200mm dia Each 3,135.00 16.14.2.8 225 mm dia Each 3,848.00 16.14.2.9 250 mm dia Each 5,452.00 16.14.2.10 280 mm dia Each 7,429.00 16.14.2.11 315 mm dia Each 10,387.00

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CodeNo


16.14.3 End Cap

16.14.3.1 90 mm dia Each 150.00 16.14.3.2 110 mm dia Each 222.00 16.14.3.3 125mm dia Each 292.00 16.14.3.4 140 mm dia Each 379.00 16.14.3.5 160 mm dia Each 523.00 16.14.3.6 180mm dia Each 715.00 16.14.3.7 200mm dia Each 857.00 16.14.3.8 225 mm dia Each 951.00 16.14.3.9 250 mm dia Each 1,310.00 16.14.3.10 280 mm dia Each 1,751.00 16.14.3.11 315 mm dia Each 2,396.0016.15 Providing and making house service connections from water

supply distribution pipe line upto 150mm dia and upto water meterchamber inside the property using MDPE (Class-PE 80)

composite pipes upto 2 metre length including supply and fixing offerrules, clamps, rubber sheets, tapping, compression fittings etc,complete including all material, labour, testing and commissioningas per Technical Specifications and as per direction of Engineer.

16.15.1 20 mm dia service pipe per serviceconnection 244.00



16.16 Providing, lowering, laying & jointing MDPE pipes (Class-PE 80)composite pipes for extra length for house service connections asper drawing and specifications complete including all material,

labour, testing and commissioning as per Technical Specificationsand as per direction of Engineer.16.16.1 20 mm dia service pipe metre 34.00

16.16.2 25 mm dia service pipe metre 113.00 16.16.3 32 mm dia service pipe metre 127.0016.17 Providing, lowering, laying, aligning, fixing in position in pipe line,

manually operated CI D/F Sluice valves of approved make (IS:14846 amended upto date) PN 1.0 class of following dia complete(excluding jointing and jointing material) including all material,labour, testing and commissioning along with pipe line as perTechnical Specifications and as per direction of Engineer.Category "A" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd.). Other vendors will be considered in

category “B”.

16.17.1 80 mm dia

16.17.1.1 Category "A" each 8,560.00 16.17.1.2 Category "B" each 4,105.00 16.17.2 100 mm dia


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16.17.7.1 Category "A" each 53,299.00 16.17.7.2 Category "B" each 36,065.00

16.17.8

350 mm dia 16.17.8.1 Category "A" each 124,507.00 16.17.8.2 Category "B" each 58,159.00 16.17.9 400 mm dia



16.17.11.1 Category "A" each 220,640.00

16.17.11.2 Category "B" each 127,404.00 16.17.12 600 mm dia






16.17.17.1 Category "A" each 1,128,924.00 16.17.17.2 Category "B" each 676,510.00

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CodeNo


16.18 Providing, lowering, laying, aligning, fixing in position C.I. D/Fmanually operated butterfly valves (IS: 13095) PN-1.0 class offollowing dia complete including all material, labour, testing alongwith pipe line and commissioning as per Technical Specifications

and as per direction of Engineer.

16.18.1 80 mm dia each 3,622.00 16.18.2 100 mm dia each 4,648.00 16.18.3 125 mm dia each 5,858.00 16.18.4 150 mm dia each 6,342.00 16.18.5 200 mm dia each 12,281.00 16.18.6 250 mm dia each 24,865.00 16.18.7 300 mm dia each 31,217.00 16.18.8 350 mm dia each 54,348.00 16.18.9 400 mm dia each 67,235.00 16.18.10 450 mm dia each 78,367.00

16.18.11

500 mm dia each 88,339.00 16.18.12 600 mm dia each 147,696.00 16.18.13 700 mm dia each 209,813.00 16.18.14 750 mm dia each 273,822.00 16.18.15 800 mm dia each 302,216.00 16.18.16 900 mm dia each 357,957.00 16.18.17 1000 mm dia each 468,228.0016.19 Providing, lowering, laying, aligning, fixing in position and jointing

in pipe line Kinetic Double Air Valves as per IS:14845 of followingdia (excluding jointing and jointing material), including all material,labour, testing and commissioning as per Technical Specificationsand as per direction of Engineer.

Category "A" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd.). Other vendors will be considered incategory “B”.

16.19.1 50 mm dia

16.19.1.1 Category "A" each 20,602.00

16.19.1.2 Category "B" each 10,246.00

16.19.2 80 mm dia

16.19.2.1 Category "A" each 20,741.00

16.19.2.2 Category "B" each 12,592.00

16.19.3 100 mm dia

16.19.3.1 Category "A" each 27,638.00

16.19.3.2 Category "B" each 17,375.00

16.19.4 150 mm dia

16.19.4.1 Category "A" each 50,265.00



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CodeNo


16.20 Providing, lowering, laying, aligning, fixing in position and jointingin pipe line, CI flanged Air valves class PN-1.0 single ball ofapproved make, including screw down isolation valve of followingdia including cost of all labour, jointing material i.e. bolts, nuts,

rubber insertions etc. complete including all material, labour,testing and commissioning as per Technical Specifications and asper direction of Engineer.

16.20.1 25mm dia. each 649.00 16.20.2 50 mm dia. each 7,104.0016.21 Providing, lowering, laying, aligning, fixing in position and jointing

in pipe line, dual plate check valves as per API:594 and API:598 ofPN 1.0 rating of following dia (excluding jointing and jointingmaterial), including all material, labour, testing and commissioningas per Technical Specifications and as per direction of Engineer.Category "A" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd.). Other vendors will be considered incategory “B”.

16.21.1 80 mm dia 16.21.1.1 Category "A" each 7,410.00




16.21.4.1 Category "A" each 18,542.00








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CodeNo


16.21.11 500 mm dia





16.21.15.1 Category "A" each 342,141.00

16.21.15.2

Category "B" each 226,847.00 16.21.16 900 mm dia


16.21.17.1 Category "A" each 667,794.00 16.21.17.2 Category "B" each 266,956.0016.22 Providing, laying and fixing float valve system of following dia of

C.I. with internal partsof auxiliary valve of copper float ball,gunmetal ball cap, brass lever, brass split pin, gunmetal piston &piston cap, washer of nitrile rubber with gunmetal body includingall material, labour, hydraulic testing and commissioning as per

Technical Specifications and as per direction of Engineer. 16.22.1 200mm dia. each 51,300.00

16.22.2 250mm dia. each 66,700.00 16.22.3 300mm dia. each 82,672.00 16.22.4 350mm dia each 101,190.00 16.22.5 400mm dia each 119,990.0016.23 Providing, lowering, laying, aligning, fixing in position and jointing

CI Transition Coupling Joints for making connection between ACpipes and CI/DI pipes to match the outside diameter of followingproposed pipe sizes for potable water including all jointing materialas per manufacturer's specification, cost of all labour, testing andcommissioning as per Technical Specifications and as per

direction of Engineer. 16.23.1 80 mm dia each 849.00 16.23.2 100 mm dia each 932.00 16.23.3 125 mm dia each 1,156.00 16.23.4 150 mm dia each 1,267.00 16.23.5 200 mm dia each 1,536.00 16.23.6 250 mm dia each 1,941.00 16.23.7 300 mm dia each 2,443.00 16.23.8 350 mm dia each 4,378.00

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16.23.9 400 mm dia each 5,341.00 16.23.10 450 mm dia each 6,164.00 16.23.11 500 mm dia each 9,285.0016.24 Providing, lowering, laying, aligning, fixing in position and jointing

CI dismantling joint (suitable for sluice valves etc.) as per ISspecifications complete of the following sizes including all jointingmaterial, cost of all labour, testing and commissioning as perTechnical Specifications and as per direction of Engineer.

16.24.1 80 mm dia PN-1.0 each 2,495.00 16.24.2 100 mm dia PN-1.0 each 3,262.00 16.24.3 125 mm dia PN-1.0 each 3,939.00 16.24.4 150 mm dia PN-1.0 each 5,112.00 16.24.5 200 mm dia PN-1.0 each 7,126.00 16.24.6 250 mm dia PN-1.0 each 9,292.00 16.24.7 300 mm dia PN-1.0 each 10,646.00

16.24.8

350 mm dia PN-1.0 each 14,812.00 16.24.9 400 mm dia PN-1.0 each 19,279.00 16.24.10 450 mm dia PN-1.0 each 23,309.00 16.24.11 500 mm dia PN-1.0 each 27,009.00 16.24.12 600 mm dia PN-1.0 each 36,033.00 16.24.13 750 mm dia PN-1.0 each 42,000.0016.25 Providing, lowering, laying, aligning, fixing in position and jointing

CI D- joint class-10 as per IS specifications complete of thefollowing sizes including all jointing material, cost of all labour,testing and commissioning as per Technical Specifications and asper direction of Engineer.

16.25.1 80 mm dia each 393.00

16.25.2 100 mm dia each 446.00 16.25.3 125 mm dia each 536.00 16.25.4 150 mm dia each 631.00 16.25.5 200 mm dia each 879.00 16.25.6 250 mm dia each 1,111.00 16.25.7 300 mm dia each 1,326.00 16.25.8 350 mm dia each 2,167.00 16.25.9 400 mm dia each 2,507.00 16.25.10 450 mm dia each 2,897.00 16.25.11 500 mm dia each 4,050.00 16.25.12 600 mm dia each 6,074.00

16.26 Providing, lowering, laying, aligning, fixing in position and jointingCI D- joint class-15 as per IS specifications complete of thefollowing sizes including all jointing material, cost of all labour,testing and commissioning as per Technical Specifications and asper direction of Engineer.

16.26.1 80 mm dia each 393.00 16.26.2 100 mm dia each 446.00 16.26.3 125 mm dia each 540.00 16.26.4 150 mm dia each 645.00

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16.26.5 200 mm dia each 884.00 16.26.6 250 mm dia each 1,132.00 16.26.7 300 mm dia each 1,358.00 16.26.8 350 mm dia each 2,306.00 16.26.9 400 mm dia each 2,641.00 16.26.10 450 mm dia each 3,134.00 16.26.11 500 mm dia each 4,319.00 16.26.12 600 mm dia each 6,585.0016.27 Providing and fixing Stain less steel AISI 304 Strainer Cylindrical

type for out let, drain pipes of following sizes including all materiallabour as per Technical Specifications and as per direction ofEngineer.16.27.1 150 mm dia each 6,114.00

16.27.2 200 mm dia each 8,975.00 16.27.3 250 mm dia each 21,154.00

16.27.4 350 mm dia each 28,741.00 16.27.5 400 mm dia each 40,387.00 16.27.6 450 mm dia each 52,112.00 16.27.7 500 mm dia each 63,825.00 16.27.8 600 mm dia each 71,544.0016.28 Providing and fixing in position CI Puddle collar (approx. 1m

length) inside the wall including all material labour as perTechnical Specifications and as per direction of Engineer.

16.28.1 80mm dia each 8,555.00 16.28.2 100mm dia each 10,618.00 16.28.3 150mm dia each 16,166.00 16.28.4 200mm dia

each 22,131.00 16.28.5 250mm dia each 28,514.00 16.28.6 300mm dia each 35,436.00 16.28.7 350mm dia each 42,654.00 16.28.8 400mm dia each 50,216.00 16.28.9 450mm dia each 58,770.00 16.28.10 500mm dia each 66,822.0016.29 Providing and fixing electronic water level indicator with specified

nos of level indications including p/f prons in overhead tank,necessary cabling from level indicating panel to prones in overhead tank (upto 5 metre length) in proper manner as perspecification and direction of Engineer.

16.29.1 5 level indications and cabling upto length of 5 metre set 10,000.00 16.29.2 Providing and fixing extra length of cable in above

item metre 120.00

16.30 Providing and fixing angle iron frame 25 x 25 x 3mm for ventilatorsfixed with 24 gauge square mesh of 14 gauge stainless steel wireincluding 10 mm square bars at interval of 100 mm welded toframe with metal beading of 20 x 3mm complete in all respect asper technical specifications and drawings as per technicalspecification and as per direction of Engineer.

kg 60.00

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16.31 Providing, installation, testing and commissioning of followingStain less steel AISI 304 Expansion bellows of 10 bar rating withtie rods as per technical specifications and layout drawingsincluding jointing material like nuts, bolts, rubber gaskets etc.

complete in all respect as per technical specification and as perdirection of Engineer. 16.31.1 125 mm each 5,449.00

16.31.2 150 mm each 8,377.00 16.31.3 200 mm each 14,791.00 16.31.4 250 mm each 23,309.00 16.31.5 400 mm each 58,764.00 16.31.6 500 mm each 92,089.00 16.31.7 600 mm each 133,350.0016.32 Providing, installation, testing and commissioning of glycerin filled

Pressure gauge of following ranges with isolation valve and tap offpipe complete in all respect as per technical specification and as

per direction of Engineer. 16.32.1 - 1.0 to +1.0 kg/cm² each 516.00

16.32.2 0 to 4.0 kg/cm² each 582.00 16.32.3 0 to 6.0 kg/cm² each 716.00 16.32.4 0 to 10.0 kg/cm² each 849.0016.33 Providing, installation, testing and commissioning of

Electromagnetic Flow Meter etc. including all materials (excludingCI/DI fittings) and making connection with existing pipelinerequired for Electromagnetic Flow Meter including cutting theexisting pipe line etc. complete in all respect as per technicalspecification and as per direction of Engineer.16.33.1 EMF80 for DN 80 mm each 118,137.00

16.33.2 EMF100 for DN 100 mm each 216,710.00 16.33.3 EMF150 for DN 150 mm each 230,322.00 16.33.4 EMF200 for DN 200 mm each 314,780.00 16.33.5 EMF300 for DN 300 mm each 400,750.00 16.33.6 EMF400 for DN 400 mm each 673,000.00 16.33.7 EMF500 for DN 500 mm each 963,459.00 16.33.8 EMF600 for DN 600 mm each 1,425,679.0016.34 Providing, installation, testing and commissioning of Bulk Flow

Meter with removable mechanism class "B" confirming to IS:4064/1 including all materials (excluding CI/DI fittings) and makingconnection with existing pipeline required for Bulk Flow Meterincluding cutting the existing pipe line etc complete in all respect

as per technical specification and as per direction of Engineer.

16.34.1 BFM80 for DN 80 mm each 7,877.00 16.34.2 BFM100 for DN 100 mm each 10,905.00 16.34.3 BFM150 for DN 150 mm each 19,056.00 16.34.4 BFM200 for DN 200 mm each 29,972.00 16.34.5 BFM300 for DN 300 mm each 62,120.00 16.34.6 BFM400 for DN 400 mm each 106,668.00 16.34.7 BFM500 for DN 500 mm each 159,839.00 16.34.8 BFM600 for DN 600 mm each 172,228.00

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direction of the Engineer.

16.37.1 (i) 1 tonne capacity Each 28741.00 16.37.2 (ii) 2 tonne capacity Each 37791.00 16.37.3 (iii) 3 tonne capacity Each 42977.0016.38 Supply, installation and commissioning of Capacitance type Level

Indicator-Transmitter suitable for measure liquid level in the sumpupto specified depth with microcontroller based system. The 6digit LCD display Indicator shall be installed on the top of the tankwith 24 VDC power supply, rigid/flexible type electrode of SS 316,PTFE sheathed as per technical specification and direction of theEngineer.16.38.1 (i) Depth 0-3 m Each 18909.00

16.38.2 (ii) Depth 0-6 m Each 22037.00 16.38.3 (iii) Depth 0-10 m Each 25947.0016.39 Supply of Chlorine Safety Equipment set comprising of the items

Chlorine leak detector with two sensors, self contained

compressed air breathing apparatus, safety shower with eyewash, emergency tonner repair kit, protective clothing such asPVC overall, gloves and rubber boots; complete as per detailedspecifications & the directed of the Engineer. Set 232153.00

16.40 Providing, lowering, laying, aligning and fixing of float valvesystem for the following diameter of C.I.with internal parts ofauxiliary valve of copper float ball, gunmetal ball cap, brass lever,brass split pin, gunmetal piston & piston cap, washer of nitrilerubber with gunmetal body including all material, labour, hydraulictesting and commissioning as per technical specification and asper the direction of the Engineer.

150 mm dia Each 29530.0016.41 Supplying, erecting, testing & commissioning of electrically

operated Overhead Hoist (EOH) (single bridge girder carrying twowheels , complete with chain pulley block, load chain of weldedconstruction of alloy steel as per IS:2429, hand chains for hoisting& traverse mechanism, totally encased Gears, trolley, trolley trackwheels. Axle & shaft, swivel type lifting hook as per IS:3815, lockto prevent hook from swiveling, brakes for lifting gear, suitable forthe above parameters and as per the direction of the Engineer.16.41.1. (i) 2 MT Capacity Each 400000.00

16.41.2 (ii) 3 MT Capacity Each 485000.0016.42 Supply and Pushing of MS casing pipe of specified thickness by

trenchless technology by hydraulic jacking and smooth controlledpushing method under running traffic condition as per railwaystandard including carrying out survey work at the job site for

determining under ground cable trenches like telephone, cable,water & sanitary lines and resistivity test for finding the soil stratausing necessary equipments for completion of works, mobilizing ofmachineries and specialized crew at the job site complete in allrespect, including excavation of driven pit and exit pit with properprotection at three sites with shoring sheets and ISMB's.ProvidingMS cutting edges for front shield and Constructing thrust bed atdesignated level. Necessary de-watering and providing concretefoundation at the base of the driven pit, PVC/Rubber suddle as perthe requirement of Railway Authority, crane for handing of pipeand any other machinery, tools, and tackles required, construction

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of temporary works as per requirement and as per approved byrailway authorities, specification and the direction of the Engineer.16.42.1 (a) In all type of soil s 16.42.1.1 (i) 600 mm dia 12 mm thick casing pipe metre 48,704.00

16.42.1.2 (ii) 700 mm dia 12 mm thick casing pipe metre 55,732.0016.42.1.3 (iii) 800 mm dia 12 mm thick casing pipe metre 62,760.0016.42.1.4 (iv) 900 mm dia 12 mm thick casing pipe metre 69,787.0016.42.1.5 (v) 1000 mm dia 12 mm thick casing pipe metre 76,815.0016.42.1.6 (vi) 1100 mm dia 16mm thick casing pipe metre 93,954.0016.42.1.7 (vii) 1200 mm dia 16mm thick casing pipe metre 102,524.0016.42.1.8 (viii) 1400 mm dia 16mm thick casing pipe metre 115,565.0016.42.1.9 (ix) 1600 mm dia 20 mm thick casing pipe metre 150,565.0016.42.1.10 (x) 1800 mm dia 20 mm thick casing pipe metre 174,543.0016.42.1.11 (xi) 2000 mm dia 20 mm thick casing pipe metre 192,746.0016.42.2 (b) In Rock 16.42.2.1 (i) 600 mm dia 12 mm thick casing pipe metre 70,504.0016.42.2.2 (ii) 700 mm dia 12 mm thick casing pipe metre 81,531.0016.42.2.3 (iii) 800 mm dia 12 mm thick casing pipe metre 92,560.0016.42.2.4 (iv) 900 mm dia 12 mm thick casing pipe metre 103,587.0016.42.2.5 (v) 1000 mm dia 12 mm thick casing pipe metre 114,615.0016.42.2.6 (vi) 1100 mm dia 16mm thick casing pipe metre 135,607.0016.42.2.7 (vii) 1200 mm dia 16mm thick casing pipe metre 147,883.0016.42.2.8 (viii) 1400 mm dia 16mm thick casing pipe metre 165,651.0016.42.2.9 (ix) 1600 mm dia 20 mm thick casing pipe metre 211,990.0016.42.2.10 (x) 1800 mm dia 20 mm thick casing pipe metre 248,253.0016.42.2.11 (xi) 2000 mm dia 20 mm thick casing pipe metre

274,017.00(II) Thrust boring for pipe laying under NH roadCrossing.

16.43 Providing, laying and jointing RCC NP4 pipe with cement mortar joints by hydraulic jacking and smooth controlled pushing methodunder running traffic condition as per the direction of NHAIincluding carrying out survey work at the job site for determiningunderground cable trenches like telephone, power cable, water &sanitary lines and resistivity tests for finding the soil strata usingnecessary equipments for completion of work, mobilizing ofmachineries and specialized crew at the job site, etc. complete inall respects, including excavation of drive pit and exit pit withproper protection at the three sides, providing and casting of MScutting edges for front shield and constructing thrust bed atdesigned level as directed by the Engineer, necessary de-wateringand providing concrete foundations at the base of the Drive pit,crane for handling of pipes, and any other machinery, tool &tackels required, construction of temporary works as perrequirement and as approved by NH authorities complete in allrespect for the road crossing at necessary depth (all depths) withall lead and lifts, as per specification and the direction of theEngineer.16.43.1 (a) In all type of soil s 16.43.1.1 (i) 600 mm dia RCC pipe metre 32282.00

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16.43.1.2 (ii) 700 mm dia RCC pipe metre 36801.00 16.43.1.3 (iii) 800 mm dia RCC pipe metre 41709.00 16.43.1.4 (iv) 900 mm dia RCC pipe metre 46616.00 16.43.1.5 (v) 1000 mm dia RCC pipe metre 51766.00 16.43.1.6 (vi) 1100 mm dia RCC pipe metre 57401.00 16.43.1.7 (vii) 1200 mm dia RCC pipe metre 62700.00 16.43.1.8 (viii) 1400 mm dia RCC pipe metre 70895.00 16.43.1.9 (ix) 1600 mm dia RCC pipe metre 88263.00 16.43.1.10 (x) 1800 mm dia RCC pipe metre 108241.00 16.43.2 (b) In Rock

16.43.2.1 (i) 600 mm dia RCC pipe metre 54081.00 16.43.2.2 (ii) 700 mm dia RCC pipe metre 62602.00 16.43.2.3 (iii) 800 mm dia RCC pipe metre 71509.00 16.43.2.4 (iv) 900 mm dia RCC pipe metre 80417.00

16.43.2.5 (v) 1000 mm dia RCC pipe metre

89565.00 16.43.2.6 (vi) 1100 mm dia RCC pipe metre 99055.00 16.43.2.7 (vii) 1200 mm dia RCC pipe metre 108060.00 16.43.2.8 (viii) 1400 mm dia RCC pipe metre 120979.00 16.43.2.9 (ix) 1600 mm dia RCC pipe metre 149689.00 16.43.2.10 (x) 1800 mm dia RCC pipe metre 181950.00(III) HDPE pipes by trench less technology 16.44 Providing, laying, jointing, testing and commissioning of HDPE

PE-100/PN-6 (Suitable for pulling method for jointing) pipes forsewer line as per IS-14333:1996 by trenchless technology forsuitable length to suit the available space for thrust pit and tomaintain direction and grade at required depth including carriage

etc. complete in all respect. Construction of thrust pit and receivingpit of required size up to required depth of sewer and soilinvestigation, making suitable arrangement for barricading of pits,traffic diversion, lights, traffic permission from relevant authority(though department will assist in getting the permission), refillingof pits in compected layers of 150 mm including disposal ofsurplus material with all lift and lead upto 50 metre as perspecification and the direction of the Engineer.16.44.1 In all types of soil

16.44.1.1 200 mm dia HDPE pipe metre 9375.00 16.44.1.2 250 mm dia HDPE pipe metre 10250.00 16.44.1.3 315 mm dia HDPE pipe metre 18500.00

16.44.1.4 400 mm dia HDPE pipe metre

25250.00 16.44.1.5 500 mm dia HDPE pipe metre 34125.00 16.44.1.6 630 mm dia HDPE pipe metre 49375.00 16.44.1.7 710 mm dia HDPE pipe metre 60750.00 16.44.1.8 800 mm dia HDPE pipe metre 71875.00 16.44.1.9 900 mm dia HDPE pipe metre 83500.00 16.44.1.10 1000 mm dia HDPE pipe metre 110875.0016.45 Supply, fabricating & fixing of anodised (20 to 25 micron)

Aluminum ladder of 450mm wide with 2 nos rectangular section of metre 1240.00

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65 x 35 mm (3 mm thick) as vertical post and 25 mm bars stepsat 300 mm c/c complete in all respect as per the specification andthe direction of the Engineer.

16.46 Providing and fixing in position lightening arrester of copper bar of

25mm dia. and 2m long connected by a aluminum strip of 25mmwide and 3mm thick and strip shall be connected to a 600mm x600mm x 3mm thick Copper plate embedded below ground inearthling pit with 40mm dia. GI pipe, the earthling shall comply ofIS:3043 complete in all respect as per specification and thedirection of the Engineer. Each 10002.00

16.47 Providing, installing, testing and commissioning of vacuum FeedGas Chlorinator with all accessories and making connection withexisting pipeline required including supply & installation of trunnionroller support, auxiliary container valve, flexible copper connector,manifold valve, tonner manifold pipes, chlorine Pressure gauge,Isolation valve, gas filter, pressure reducing valve, chlorine gaspipe with fittings, diffuser, lifting beam, load indicator, 25 NB PPdiaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for

chlorine solution, 25 NB GI pipe for pump suction & delivery, 25NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' typestrainer on pump suction, 25 NB GM Check valve on pumpdelivery, pressure gauge with Isolated valve on pump delivery andchlorine booster pump with motor of required capacity complete inall respect as per specification and the direction of the Engineer.16.47.1 (i) 1 kg/hr capacity Each 229224.00

16.47.2 (ii) 2 kg/hr capacity Each 241898.00 16.47.3 (iii) 3 kg/hr capacity Each 254573.0016.48 Supply of Chlorine Tonner with rollers complete in all respect as

per specifications the direction of the Engineer. Each 102000.0016.49 Making house service connection from water supply distribution

pipe line upto water meter chamber, with MDPE (Class-PE 80)composite pipes of 15 mm Diameter including supply and fixing offerrules, clamps, rubber sheet, tapping, union, stop cock,nonreturn valve, compression fittings including all material, labour,testing and commissioning as per technical specifications and thedirection of the Engineer.16.49.1 (i) For connection upto 5 mt. Each 468.0016.49.2 (ii) For connection more than 5 m up to 10 mt. Each 603.0016.49.3 (iii) For connection more than 10 m up to 20 mt. Each 885.00

16.50 Supply, fixing, testing and commissioning of Multi jet magnetictype class-B domestic water meter of 15mm size with endcoupling as per relevant technical specification and the direction ofthe Engineer.

16.50.1 ISI Marked as per IS: 779-1996 Each 792.0016.50.2 EEC approved Each 1092.00

16.51 Providing, fabricating and erecting hand railing for walkway, topdome slab, balcony, staircase and landing consisting of two rows(one at top and other at middle level) of 20 mm GI pipe class-Band 900 mm high vertical angle 65X65X6 mm at spacing 1.50 mc/c including welding, threading, applying a priming coat ofapproved steel primer and embedding in cement concrete floorcomplete in all respect as per specification and the direction of theEngineer. metre 450.00

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16.52 16.52.1 Providing, fabricating and erecting MS ladder of450mm wide made of 65 x 65 x 6mm angle iron and20mm MS bars welded at 300 mm c/c for walkway totop of the OHSR including cutting, hoisting, fixing in

position and applying a priming coat of approvedsteel primer complete in all respect as perspecifications and the direction of the Engineer. metre 843.00

16.52.2 Providing, fabricating and erecting MS ladder (withMS cage) of 450mm wide made of 65 x 65 x 6mmangle iron, 20mm MS bars welded at 300 mm c/c forwalk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 ashorizontal member 300 c/c including cutting, hoisting,fixing in position and applying a priming coat ofapproved steel primer all complete as perspecification and the direction of the Engineer. metre 2115.00

16.53 Construction of Tube-well upto 100 Meter depth and above in alltype of rocks by DTH system and over burden to accommodate

casing pipe of following sizes in all types of soils and over burdenincluding lowering of casing pipes but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The workwould be completed after obtaining sand free water. The tube wellshould have a throughout bore as per nominal dia of casing pipe:16.53.1 (i) 100 mm dia Nominal bore. metre 285.00

16.53.2 (ii) 125mm-do-. metre 330.00 16.53.3 (iii) 150mm-do- metre 500.00 16.53.4 (iv) 200 mm –do- metre 750.0016.54 Construction of tube-well from ground levels and upto 100 Meter

depth and above to accommodate housing and assembly pipe offollowing sizes in all types of alluvium strata by percussion/ rotary

drilling method and with gravel as per IS:4097-1967 and packingas per IS:2800 (Part I -& II) 1979 as amended upto date (the workincludes the cost of gravel & its primary packing and packingduring development, lowering of housing & strainer assemblypipes, with supply and wrapping of coir-rope, wherever necessaryfor arresting fine sand particles. The work will not include cost ofhousing pipe and strainer pipe assembly and development work,but work would be completed after obtaining sand free water).16.54.1 (i) 150 mm Nominal bore. metre 800.00

16.54.2 (ii) 200mm –do-. metre 1100.00 16.54.3 (iii) 250mm –do-. metre 1400.0016.55 Development of tube well as per IS specification using suitable

compressor to give sand free water for required yield of the gravelpacked tube well. Hour. 450.00

16.56 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992)of grade Fe410 of following sizes at site of work.

Nominal bore of pipe (mm)

16.56.1 (i) 100 metre 597.00

16.56.2 (ii) 125 metre 743.00

16.56.3 (iii) 150 metre 889.00

16.56.4 (iv) 200 metre 1256.00

16.56.5 (v) 250 metre 2053.00

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16.57 Supply of strainer pipes made of ERW M.S. black pipe ISI mark offollowing sizes at the site of work including required size of slottingas per IS:8110-1985.16.57.1 (i) 150 mm Nominal Bore. metre 1089.00

16.57.2 (ii) 200mm-do-. metre 1456.00 16.57.3 (iii) 250mm-do-. metre 2253.00

16.58 Testing verticality of tube-well by plumbing system and yield testand draw down test by pumping system as per IS: 2800 (Part II)1979. Each 6300.00

16.59 Supply and fixing of tube well cover of M.S. sheet (6mm thick)with nuts and bolts complete for casing size:16.59.1 (i) 100mm dia Each 140.00

16.59.2 (ii) 125mm dia Each 170.00 16.59.3 (iii) 150mm dia Each 210.00 16.59.4 (iv) 200mm dia Each 280.00 16.59.5 (v) 250mm dia Each 300.00

16.60 Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nutsand bolts etc. for holding the riser pipe assembly of submersiblepump set. Each 200.00

16.61 Installation of submersible motor pump set in tube-well/open wellcomplete (labour charges only) including transportation of tripod,chain pulley block & any other material required for loweringpurpose. Each 2800.00

16.62 Providing & lowering of G.I. flange pipe including rubber washerand nuts of 8 mm dia complete in all respect.

(i) B Class 50 mm dia metre 366.00

(ii) B Class 75 mm dia metre 471.00

(iii) B Class 100 mm dia metre 667.00

16.63 Providing bedding/ haunching for pipe with clean sand passingthrough IS sieve 2.36 mm and retained on 180 micron sieve inlayers including ramming ,consolidation complete in all respect asper specification and the direction of the Engineer with all lead andlift. cum 610.00

16.64 Providing, installing, testing and commissioning ofElectromagnetic Flow Meter as per IS including all materials(excluding CI/DI fittings) and making connection with existing

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